WorldWideScience

Sample records for advanced wastewater treatment

  1. Trends in advanced wastewater treatment

    DEFF Research Database (Denmark)

    Henze, M.

    1997-01-01

    The paper examines the present trends within wastewater handling and treatment. The trend is towards the extremes, either local low-tech treatment or centralized advanced treatment plants. The composition of the wastewater will change and it will be regarded as a resource. There will be more...

  2. Sustainability assessment of advanced wastewater treatment technologies

    DEFF Research Database (Denmark)

    Høibye, Linda; Clauson-Kaas, Jes; Wenzel, Henrik

    2007-01-01

    As a consequence of the EU Water Framwork Directive, more focus is now on discharges of hazardous substances from wastewater treatment plants and sewers. Thus, many municipalities in Denmark may have to adopt to future advenced treatment technologies. This paper describes a holistic assessment......, which includes technical, economic and environmental aspects. The technical and economic assessment is performed on 5 advanced treatment technologies: sand filtration, ozone treatment, UV exclusively for disinfection of pathogenic microorganisms, Membrane Bioreactor (MBR), and UV in combination...... and three advanced treatment methods: sand filtration, ozone treatment and MBR. The technical and economic assessment showed that UV solely for disinfection purposes or ozone treatment are the most advantageous advanved treatment methods if the demands are restricted to pathogenic microorganisms. In terms...

  3. Sustainability assessment of advanced wastewater treatment technologies.

    Science.gov (United States)

    Høibye, L; Clauson-Kaas, J; Wenzel, H; Larsen, H F; Jacobsen, B N; Dalgaard, O

    2008-01-01

    As a consequence of the EU Water Framework Directive more focus is now on discharges of hazardous substances from wastewater treatment plants and sewers. Thus, many municipalities in Denmark may have to adopt to future advanced treatment technologies. This paper describes a holistic assessment, which includes technical, economical and environmental aspects. The technical and economical assessment is performed on 5 advanced treatment technologies: sand filtration, ozone treatment, UV exclusively for disinfection of pathogenic microorganisms, membrane bioreactor (MBR) and UV in combination with advanced oxidation. The technical assessment is based on 12 hazardous substances comprising heavy metals, organic pollutants, endocrine disruptors as well as pathogenic microorganisms. The environmental assessment is performed by life cycle assessment (LCA) comprising 9 of the specific hazardous substances and three advanced treatment methods; sand filtration, ozone treatment and MBR. The technical and economic assessment showed that UV solely for disinfection purposes or ozone treatment is the most advantageous advanced treatment methods if the demands are restricted to pathogenic microorganisms. In terms of sustainability, sand filtration is the most advantageous method based on the technical and environmental assessment due to the low energy consumption and high efficiency with regards to removal of heavy metals.

  4. ADVANCED TECHNOLOGY WASTEWATER TREATMENT OF NITRITE IONS

    Directory of Open Access Journals (Sweden)

    E.G. Morozov

    2012-06-01

    Full Text Available The main reason for high concentration of nitrite ions in water is the existence of sources of industrial and agricultural pollution. Contamination of drinking water, juices, wine and other liquids of nitrite ions as a result of improper use of nitrogen fertilizers has an adverse effect on living organism, because under the influence of enzymes nitrite ions in living organisms form high carcinogenic nitrosamines, and the interaction of nitrite ions from blood hemoglobin causes such toxicity that leads to disease cyanosis [1]. Therefore removal of nitrite ions from water has received increased attention. The paper discusses an innovative wastewater treatment technology from the nitrite ion with hypochlorite produced during electrolysis.

  5. Sustainability assessment of advanced wastewater treatment technologies

    DEFF Research Database (Denmark)

    Høibye, Linda; Clauson-Kaas, Jes; Wenzel, Henrik

    2008-01-01

    with advanced oxidation. The technical assessment is based on 12 hazardous substances comprising heavy metals, organic pollutants, endocrine disruptors as well as pathogenic microorganisms. The environmental assessment is performed by life cycle assessment (LCA) comprising 9 of the specific hazardous substances...

  6. Dairy farm wastewater treatment by an advanced pond system.

    Science.gov (United States)

    Craggs, R J; Tanner, C C; Sukias, J P S; Davies-Colley, R J

    2003-01-01

    Waste stabilisation ponds (WSPs) have been used for the treatment of dairy farm wastewater in New Zealand since the 1970s. The conventional two pond WSP systems provide efficient removal of wastewater BOD5 and total suspended solids, but effluent concentrations of other pollutants including nutrients and faecal bacteria are now considered unsuitable for discharge to waterways. Advanced Pond Systems (APS) provide a potential solution. A pilot dairy farm APS consisting of an Anaerobic pond (the first pond of the conventional WSP system) followed by three ponds: a High Rate Pond (HRP), an Algae Settling Pond (ASP) and a Maturation Pond (which all replace the conventional WSP system facultative pond) was evaluated over a two year period. Performance was compared to that of the existing conventional dairy farm WSP system. APS system effluent quality was considerably higher than that of the conventional WSP system with respective median effluent concentrations of BOD5: 34 and 108 g m(-3), TSS: 64 and 220 g m(-3), NH4-N: 8 and 29 g m(-3), DRP: 13 and 17 g m(-3), and E. coli: 146 and 16195 MPN/100 ml. APS systems show great promise for upgrading conventional dairy farm WSPs in New Zealand.

  7. Advanced Oxidation Technologies/Photocatalytic Treatment of Wastewater.

    NARCIS (Netherlands)

    Chen, J.

    1997-01-01

    7.1. Summary and conclusionsThe last two decennia have shown a growing interest in the photocatalytic treatment of wastewater, and more and more research has been carried out into the various aspects of photocatalysis, varying from highly fundamental aspects to practical application. However, despit

  8. Advances in chemical technologies for water and wastewater treatment: preface

    Institute of Scientific and Technical Information of China (English)

    Xiaochang WANG

    2009-01-01

    @@ Chemical technologies have been applied for water and wastewater treatment since more than 150 year ago, and are still playing the leading role in this field. With the fast development of sciences and technologies especially in the last two decades, chemical technologies which are applicable for solving water quality and water environmental problems underwent a great development not only in traditional areas such as coagulation, solid/liquid separation, oxidation, adsorption etc., but also in the emerging multidisciplinary fields. Nowadays, an increasing number of chemists and chemical engineers has broadened research interests. Biochemical/biological technologies, ecological technologies and process modeling and simulation have become important branches of chemical technologies. Such a tendency has been well reflected in the activities of the Group of Chemists for Water and Wastewater Treatment (GCWWT), a subdivision of Chinese Chemical Society (CCS).

  9. Advanced Oxidation Technologies/Photocatalytic Treatment of Wastewater.

    OpenAIRE

    Chen, J.

    1997-01-01

    7.1. Summary and conclusionsThe last two decennia have shown a growing interest in the photocatalytic treatment of wastewater, and more and more research has been carried out into the various aspects of photocatalysis, varying from highly fundamental aspects to practical application. However, despite all this research, there is still much to investigate. Suggested photocatalytic mechanisms, such as those for oxidation by hydroxyl radicals and for oxidation at the surface of photocatalysts, ne...

  10. Photochemical treatment as an alternative to improve the quality of wastewater after advanced primary treatment.

    Directory of Open Access Journals (Sweden)

    Hernández Fernando

    2014-12-01

    Full Text Available The present research contains the photochemical treatment (PCT of residual wastewater effluent derived from an advanced primary treatment process (APT. The application employed an ultraviolet light system, hydrogen peroxide and ozone as a free hydroxyl’s radicals generator; strong oxidants for the organic contaminants mineralization which affects the water quality. The aliquots of the APT and PCT were analyzed by determination of the parameters as the color, turbidity, electric conductivity, COD, UV-Vis spectrometry, anion and cation techniques, enabling the determination of the photo-oxidative wastewater treatment efficiency. The microbiological assays denote the one hundred percent photo-oxidative effectiveness for the removal of undesirable microorganisms. After the treatment, the water is suitable for its reuse, commercialization or spill into a body receptor without any risk for the environment or the health.

  11. Wastewater Treatment.

    Science.gov (United States)

    Zoltek, J., Jr.; Melear, E. L.

    1978-01-01

    Presents the 1978 literature review of wastewater treatment. This review covers: (1) process application; (2) coagulation and solids separation; (3) adsorption; (4) ion exchange; (5) membrane processes; and (6) oxidation processes. A list of 123 references is also presented. (HM)

  12. Energy efficient--advanced oxidation process for treatment of cyanide containing automobile industry wastewater.

    Science.gov (United States)

    Mudliar, R; Umare, S S; Ramteke, D S; Wate, S R

    2009-05-30

    Destruction of cyanide (CN) from an automobile industry wastewater by advance oxidation process (AOP) has been evaluated. The operating conditions (in an indigenously designed photoreactor) for three different treatment strategies have been optimized. The treatment strategies involved use of, ultra violet light (UV), hydrogen peroxide (H(2)O(2)) and ozone (O(3)) in various combinations. Treatment of automobile industry wastewater (250 mg/L CN) showed fastest CN destruction, which was significantly (Pwater bodies. The specific energy consumption by the photoreactor following this treatment was comparable to that obtained by conventional treatments, which use photocatalyst. Since the present treatment does not use catalyst, it provides an excellent energy efficient and economical option for treatment and safe disposal of CN containing industrial wastewater.

  13. Anaerobic ammonium oxidation for advanced municipal wastewater treatment: is it feasible?

    Institute of Scientific and Technical Information of China (English)

    LI Jie; XIONG Bi-yong; ZHANG Shu-de; YANG Hong; ZHANG Jie

    2005-01-01

    Anaerobic ammonium oxidation(ANAMMOX) is a recently developed process to treat ammonia-rich wastewater. There were numerous articles about the new technology with focus on the ammonium-rich wastewater treatment, but few on advanced municipal wastewater treatment. The paper studied the anaerobic ammonium oxidation(ANAMMOX) process with a down flow anoxic biofilter for nitrogen removal from secondary clarifier effluent of municipal wastewater with low COD/N ratio. The results showed that ANAMMOX process is applicable to advanced wastewater treatment with normal temperature as well as ammonia-rich high temperature wastewater treatment. The results indicated that ammonia removal rate was improved by raising the nitrite concentration, and the reaction rate reached a climax at 118.4 mgN/L of the nitrite nitrogen concentration. If the concentration exceeds 118.4 mgN/L, the ANAMMOX process was significantly inhibited although the ANAMMOX bacteria still showed a relatively high reactivity. The data also indicated that the ratio of NO2- -N:NH4 + -N = 1.3:1 in the influent was appropriate for excellent nitrogen removal. The pH increased gradually along the ANAMMOX biofilter reactor. When the ANAMMOX reaction was ended, the pH was tend to calm. The data suggested that the pH could be used as an indicator to describe the course of ANAMMOX reaction.

  14. Advanced treatment of pharmaceutical wastewater by Fenton reagent oxidation process

    Directory of Open Access Journals (Sweden)

    Yanan YANG

    2015-12-01

    Full Text Available Avermectin-salinomycin waster is hard to be further biodegraded after treated by anaerobic-aerobiotic process, so Fenton oxidation process is studied for its advanced treatment. Influencing factors of pH, reaction time, H2O2 dosage and H2O2/Fe2+ on COD removal are investigated, respectively. When pH value is 3.0, the dosage of H2O2 is 1.5 mL/L, and the mole ratio of H2O2/Fe2+ is 5∶1, the effluent COD mass concentrations decreases from 224 to 64.3 mg/L, namely the COD removal efficiency reaches 71.3%.

  15. Evaluation of Water Quality Renovation by Advanced Soil-Based Wastewater Treatment Systems

    Science.gov (United States)

    Cooper, J.; Loomis, G.; Kalen, D.; Boving, T.; Morales, I.; DeLuca, J.; Amador, J.

    2013-12-01

    25% of US households utilize onsite wastewater treatment systems (OWTS) for wastewater management. Advanced technologies were designed to overcome the inadequate wastewater treatment by conventional OWTS in critical shallow water table areas, such as coastal zones, in order to protect ground water quality. In addition to the septic tank and soil drainfield that comprise a conventional OWTS, advanced systems claim improved water renovation with the addition of sand filtration, timed dosing controls, and shallow placement of the infiltrative zone. We determined water quality renovation functions under current water table and temperature conditions, in anticipation of an experiment to measure OWTS response to a climate change scenario of 30-cm increase in water table elevation and 4C temperature increase. Replicate (n=3) intact soil mesocosms were used to evaluate the effectiveness of drainfields with a conventional wastewater delivery (pipe-and-stone) compared to two types of pressurized, shallow narrow drainfield. Results under steady state conditions indicate complete removal of fecal coliform bacteria, phosphorus and BOD by all soil-based systems. By contrast, removal of total nitrogen inputs was 16% in conventional and 11% for both advanced drainfields. Effluent waters maintained a steady state pH between 3.2 - 3.7 for all technologies. Average DO readings were 2.9mg/L for conventional drainfield effluent and 4.6mg/L for advanced, showing the expected oxygen uptake with shallow placement of the infiltrative zone. The conventional OWTS is outperforming the advanced with respect to nitrogen removal, but renovating wastewater equivalently for all other contaminants of concern. The results of this study are expected to facilitate development of future OWTS regulation and planning guidelines, particularly in coastal zones and in the face of a changing climate.

  16. Wastewater treatment

    Directory of Open Access Journals (Sweden)

    Ranđel N. Kitanović

    2013-10-01

    Full Text Available Quality of life on Earth in the future will largely depend on the amount of safe water. As the most fundamental source of life, water is relentlessly consumed and polluted. To halt this trend, many countries are taking extensive measures and investing substantial resources in order to stop the contamination of water and return at least tolerably good water quality to nature. The goal of water purification is to obtain clean water with the sewage sludge as a by-product. Clean water is returned to nature, and further treatment of sludge may be subject to other procedures. The conclusion of this paper is simple. The procedure with purified water is easily achievable, purified water is discharged into rivers, lakes and seas, but the problem of further treatment of sludge remains. This paper presents the basic methods of wastewater treatment and procedures for processing the products from contaminated water. The paper can serve as a basis for further elaboration. Water Pollution In order to ensure normal life of living creatures, the water in which they live or the water they use must have a natural chemical composition and natural features. When, as a result of human activities, the chemical composition of water and the ratio of its chemical elements significantly change, we say that water is polluted. When the pollutants come from industrial plants, we are talking about industrial wastewater, and when they come from households and urban areas, we are talking about municipal wastewater. Both contain a huge amount of pollutants that eventually end up in rivers. Then, thousands of defenseless birds, fish and other animals suffer, and environmental consequences become immeasurable. In addition, the waste fed to the water often ends up in the bodies of marine animals, so they can return to us as food. Thermal water pollution also has multiple effects on the changes in the wildlife composition of aquatic ecosystems. Polluted water can be purified by

  17. Combination of Advanced Oxidation Processes and biological treatments for wastewater decontamination-A review

    Energy Technology Data Exchange (ETDEWEB)

    Oller, I., E-mail: isabel.oller@psa.es [Plataforma Solar de Almeria (CIEMAT), Carretera Senes, Km 4. 04200 Tabernas (Almeria) (Spain); Malato, S. [Plataforma Solar de Almeria (CIEMAT), Carretera Senes, Km 4. 04200 Tabernas (Almeria) (Spain); Sanchez-Perez, J.A. [Department of Chemical Engineering, University of Almeria, Crta de Sacramento s/n, 04120 Almeria (Spain)

    2011-09-15

    Nowadays there is a continuously increasing worldwide concern for development of alternative water reuse technologies, mainly focused on agriculture and industry. In this context, Advanced Oxidation Processes (AOPs) are considered a highly competitive water treatment technology for the removal of those organic pollutants not treatable by conventional techniques due to their high chemical stability and/or low biodegradability. Although chemical oxidation for complete mineralization is usually expensive, its combination with a biological treatment is widely reported to reduce operating costs. This paper reviews recent research combining AOPs (as a pre-treatment or post-treatment stage) and bioremediation technologies for the decontamination of a wide range of synthetic and real industrial wastewater. Special emphasis is also placed on recent studies and large-scale combination schemes developed in Mediterranean countries for non-biodegradable wastewater treatment and reuse. The main conclusions arrived at from the overall assessment of the literature are that more work needs to be done on degradation kinetics and reactor modeling of the combined process, and also dynamics of the initial attack on primary contaminants and intermediate species generation. Furthermore, better economic models must be developed to estimate how the cost of this combined process varies with specific industrial wastewater characteristics, the overall decontamination efficiency and the relative cost of the AOP versus biological treatment.

  18. [Advanced Treatment of Effluent from Industrial Park Wastewater Treatment Plant by Ferrous Ion Activated Sodium Persulfate].

    Science.gov (United States)

    Zhu, Song-mei; Zhou, Zhen; Gu, Ling-yun; Jiang, Hai-tao; Ren, Jia-min; Wang, Luo-chun

    2016-01-15

    Fe(II) activated sodium persulfate (PS) technology was used for advanced treatment of effluent from industrial park wastewater treatment plant. Separate and combined effects of PS/COD, Fe(II)/PS and pH on COD and TOC removal were analyzed by the response surface methodology. Variations of organic substances before and after Fe(II)-PS oxidation were characterized by UV-Vis spectrometry, gel chromatography and three-dimensional fluorescence. PS/COD and Fe(II)/PS had significant effect on COD removal, while all the three factors had significant effect on TOC removal. The combined effect of PS/COD and pH had significant effect on COD removal. COD and TOC removal efficiencies reached 50.7% and 60.6% under optimized conditions of PS/COD 3.47, Fe(II)/PS 3.32 and pH 6.5. Fe(II)-PS oxidation converted macromolecular organic substances to small ones, and reduced contents of protein-, humic- and fulvic-like substances.

  19. Removal of organic wastewater contaminants in septic systems using advanced treatment technologies

    Science.gov (United States)

    Wilcox, J.D.; Bahr, J.M.; Hedman, C.J.; Hemming, J.D.C.; Barman, M.A.E.; Bradbury, K.R.

    2009-01-01

    The detection of pharmaceuticals and other organic wastewater contaminants (OWCs) in ground water and surface-water bodies has raised concerns about the possible ecological impacts of these compounds on nontarget organisms. On-site wastewater treatment systems represent a potentially significant route of entry for organic contaminants to the environment. In this study, effluent samples were collected and analyzed from conventional septic systems and from systems using advanced treatment technologies. Six of 13 target compounds were detected in effluent from at least one septic system. Caffeine, paraxanthine, and acetaminophen were the most frequently detected compounds, and estrogenic activity was detected in 14 of 15 systems. The OWC concentrations were significantly lower in effluent after sand filtration (p Society of Agronomy, Crop Science Society of America, and Soil Science Society of America. All rights reserved.

  20. An Innovative Membrane Bioreactor Process For Achieving Sustainable Advanced Wastewater Treatment

    Science.gov (United States)

    Chemicals of concern (COCs), such as pharmaceutical chemicals, steroid hormones, and pesticides, have been found to be widely distributed in water and wastewater. Conventionally operated wastewater treatment plants do not provide an effective barrier against the release of these...

  1. Pilot Test of Advanced Treatments Combination of Wastewater for Groundwater Recharge

    Institute of Scientific and Technical Information of China (English)

    成徐洲; 杨磊; 吴天宝; 甘一苹; 胡俊

    2002-01-01

    To solve the water shortage problem, an artificial groundwater recharge system will be constructed in Beijing for wastewater reuse as a demonstration and training center. Design and operating experience for the demonstration plant was gained through pilot tests of advanced treatment technologies with soil infiltration of well treated secondary effluent. The test results showed that the selected treatment technology meets the recommended water quality criteria for groundwater recharge and the gas chromatography-mass spectrometer (GC/MS) analysis results showed significantly improved water quality.

  2. Wastewater Treatment

    Science.gov (United States)

    ... make water safe. Effects of wastewater pollutants If wastewater is not properly treated, then the environment and human health can be negatively impacted. These impacts can include harm to fish and wildlife ... in wastewater and the potentially harmful effects these substances can ...

  3. Recent Developments in Homogeneous Advanced Oxidation Processes for Water and Wastewater Treatment

    Directory of Open Access Journals (Sweden)

    M. Muruganandham

    2014-01-01

    Full Text Available This paper reports on recent developments in homogeneous Advanced Oxidation Processes (AOPs for the treatment of water and wastewater. It has already been established that AOPs are very efficient compared to conventional treatment methods for degradation and mineralization of recalcitrant pollutants present in water and wastewater. AOPs generate a powerful oxidizing agent, hydroxyl radical, which can react with most of the pollutants present in wastewater. Therefore, it is important to discuss recent developments in AOPs. The homogeneous AOPs such as O3, UV/O3, UV/O3/H2O2, and UV/H2O2, Fe2+/H2O2, UV/Fe2+/H2O2 on the degradation of pollutants are discussed in this paper. The influence on the process efficiency of various experimental parameters such as solution pH, temperature, oxidant concentration, and the dosage of the light source is discussed. A list of contaminants used for degradation by various AOPs and the experimental conditions used for the treatment are discussed in detail.

  4. Settleability and characteristics of ferrate(VI)-induced particles in advanced wastewater treatment.

    Science.gov (United States)

    Zheng, Lei; Deng, Yang

    2016-04-15

    Ferrate(VI) as an emerging water treatment agent has recently recaptured interests for advanced wastewater treatment. A large number of studies were published to report ferrate(VI)-driven oxidation for various water contaminants. In contrast, very few efforts were made to characterize ferrate(VI) resultant particles in water and wastewater. In this study, jar tests were performed to examine the settleability and characteristics of ferrate(VI)-induced iron oxide particles, particularly the non-settable fraction of these particles, after ferrate(VI) reduction in a biologically treated municipal wastewater. The particle settleability was evaluated through the measurement of turbidity and particulate iron concentration in the supernatant with the settling time. Results showed that a majority of ferrate(VI)-induced iron oxide aggregates remained suspended and caused an increased turbidity. For example, at a Fe(VI) dose of 5.0 mg/L and pH 7.50, 82% of the added iron remained in the supernatant and the turbidity was 8.97 NTU against the untreated sample turbidity (2.33 NTU) after 72-h settling. The poor settling property of these particles suggested that coagulation and flocculation did not perform well in the ferrate(VI) treatment. Particle size analysis and transmission electron microscopy (TEM) revealed that nano-scale particles were produced after ferrate(VI) decomposition, and gradually aggregated to form micro-scale larger particles in the secondary effluent. Zeta potentials of the non-settable ferrate(VI) resultant aggregates varied between -7.36 and -8.01 mV at pH 7.50 during the 72-h settling. The negative surface charges made the aggregates to be relatively stable in the wastewater matrix.

  5. Wastewater Treatment Models

    DEFF Research Database (Denmark)

    Gernaey, Krist; Sin, Gürkan

    2008-01-01

    The state-of-the-art level reached in modeling wastewater treatment plants (WWTPs) is reported. For suspended growth systems, WWTP models have evolved from simple description of biological removal of organic carbon and nitrogen in aeration tanks (ASM1 in 1987) to more advanced levels including...... the practice of WWTP modeling by linking the wastewater treatment line with the sludge handling line in one modeling platform. Application of WWTP models is currently rather time consuming and thus expensive due to the high model complexity, and requires a great deal of process knowledge and modeling expertise...

  6. Wastewater treatment models

    DEFF Research Database (Denmark)

    Gernaey, Krist; Sin, Gürkan

    2011-01-01

    The state-of-the-art level reached in modeling wastewater treatment plants (WWTPs) is reported. For suspended growth systems, WWTP models have evolved from simple description of biological removal of organic carbon and nitrogen in aeration tanks (ASM1 in 1987) to more advanced levels including...... of WWTP modeling by linking the wastewater treatment line with the sludge handling line in one modeling platform. Application of WWTP models is currently rather time consuming and thus expensive due to the high model complexity, and requires a great deal of process knowledge and modeling expertise...

  7. Evaluation of water quality functions of conventional and advanced soil-based onsite wastewater treatment systems.

    Science.gov (United States)

    Cooper, Jennifer A; Loomis, George W; Kalen, David V; Amador, Jose A

    2015-05-01

    Shallow narrow drainfields are assumed to provide better wastewater renovation than conventional drainfields and are used for protection of surface and ground water. To test this assumption, we evaluated the water quality functions of two advanced onsite wastewater treatment system (OWTS) drainfields-shallow narrow (SND) and Geomat (GEO)-and a conventional pipe and stone (P&S) drainfield over 12 mo using replicated ( = 3) intact soil mesocosms. The SND and GEO mesocosms received effluent from a single-pass sand filter, whereas the P&S received septic tank effluent. Between 97.1 and 100% of 5-d biochemical oxygen demand (BOD), fecal coliform bacteria, and total phosphorus (P) were removed in all drainfield types. Total nitrogen (N) removal averaged 12.0% for P&S, 4.8% for SND, and 5.4% for GEO. A mass balance analysis accounted for 95.1% (SND), 94.1% (GEO), and 87.6% (P&S) of N inputs. When the whole treatment train (excluding the septic tank) is considered, advanced systems, including sand filter pretreatment and SND or GEO soil-based treatment, removed 99.8 to 99.9% of BOD, 100% of fecal coliform bacteria and P, and 26.0 to 27.0% of N. In contrast, the conventional system removed 99.4% of BOD and 100% of fecal coliform bacteria and P but only 12.0% of N. All drainfield types performed similarly for most water quality functions despite differences in placement within the soil profile. However, inclusion of the pretreatment step in advanced system treatment trains results in better N removal than in conventional treatment systems despite higher drainfield N removal rates in the latter.

  8. Advanced treatment of wet-spun acrylic fiber manufacturing wastewater using three-dimensional electrochemical oxidation.

    Science.gov (United States)

    Zheng, Tianlong; Wang, Qunhui; Shi, Zhining; Fang, Yue; Shi, Shanshan; Wang, Juan; Wu, Chuanfu

    2016-12-01

    A three-dimensional electrochemical oxidation (3D-EC) reactor with introduction of activated carbon (AC) as particle micro-electrodes was applied for the advanced treatment of secondary wastewater effluent of a wet-spun acrylic fiber manufacturing plant. Under the optimized conditions (current density of 500A/m(2), circulation rate of 5mL/min, AC dosage of 50g, and chloride concentration of 1.0g/L), the average removal efficiencies of chemical oxygen demand (CODcr), NH3-N, total organic carbon (TOC), and ultraviolet absorption at 254nm (UV254) of the 3D-EC reactor were 64.5%, 60.8%, 46.4%, and 64.8%, respectively; while the corresponding effluent concentrations of CODcr, NH3-N, TOC, and UV254 were 76.6, 20.1, and 42.5mg/L, and 0.08Abs/cm, respectively. The effluent concentration of CODcr was less than 100mg/L, which showed that the treated wastewater satisfied the demand of the integrated wastewater discharge standard (GB 8978-1996). The 3D-EC process remarkably improved the treatment efficiencies with synergistic effects for CODcr, NH3-N, TOC, and UV254 during the stable stage of 44.5%, 38.8%, 27.2%, and 10.9%, respectively, as compared with the sum of the efficiencies of a two-dimensional electrochemical oxidation (2D-EC) reactor and an AC adsorption process, which was ascribed to the numerous micro-electrodes of AC in the 3D-EC reactor. Gas chromatography mass spectrometry (GC-MS) analysis revealed that electrochemical treatment did not generate more toxic organics, and it was proved that the increase in acute biotoxicity was caused primarily by the production of free chlorine.

  9. A field study of advanced municipal wastewater treatment technology for artificial groundwater recharge

    Institute of Scientific and Technical Information of China (English)

    PI Yun-zheng; WANG Jian-long

    2006-01-01

    Field studies were conducted to investigate the advanced treatment of the municipal secondary effluent and a subsequent artificial groundwater recharge at Gaobeidian Wastewater Treatment Plant, Beijing. To improve the secondary effluent quality, the combined process of powdered activated carbon adsorption, flocculation and rapid sand filtration was applied, which could remove about 40% dissolved organic carbon (DOC) and 70% adsorbable organic halogens. The results of liquid size exclusion chromatography indicate that in the adsorption unit the removed organic fiaction was mainly low molecular weight compounds. The fiactions removed by the flocculation unit were polysaccharides and high molecular weight compounds. The retention of water in summer in the open recharge basins resulted in a growth of algae. Consequently, DOC increased in the polysaccharide and high molecular weight humic substances fiaction. The majority of the DOC removal during soil passage took place in the unsaturated area.A limited reduction of DOC was observed in the aquifer zone.

  10. Advanced treatment of swine wastewater using an agent synthesized from amorphous silica and hydrated lime.

    Science.gov (United States)

    Tanaka, Yasuo; Hasegawa, Teruaki; Sugimoto, Kiyomi; Miura, Keiichi; Aketo, Tsuyoshi; Minowa, Nobutaka; Toda, Masaya; Kinoshita, Katsumi; Yamashita, Takahiro; Ogino, Akifumi

    2014-01-01

    Advanced treatment using an agent synthesized from amorphous silica and hydrated lime (M-CSH-lime) was developed and applied to swine wastewater treatment. Biologically treated wastewater and M-CSH-lime (approximately 6 w/v% slurry) were fed continuously into a column-shaped reactor from its bottom. Accumulated M-CSH-lime gradually formed a bed layer. The influent permeated this layer and contacted the M-CSH-lime, and the treatment reaction progressed. Treated liquid overflowing from the top of the reactor was neutralized with CO₂gas bubbling. The colour removal rate approximately exceeded 50% with M-CSH-lime addition rates of > 0.15 w/v%. The removal rate of PO(3⁻)(4) exceeded 80% with the addition of>0.03 w/v% of M-CSH-lime. The removal rates of coliform bacteria and Escherichia coli exceeded 99.9% with > 0.1 w/v%. Accumulated M-CSH-lime in the reactor was periodically withdrawn from the upper part of the bed layer. The content of citric-acid-soluble P₂O₅ in the recovered matter was>15% when the weight ratio of influent PO(3⁻)(4) -P to added M-CSH-lime was > 0.15. This content was comparable with commercial phosphorus fertilizer. The inhibitory effect of recovered M-CSH-lime on germination and growth of leafy vegetable komatsuna (Brassica rapa var. perviridis) was evaluated by an experiment using the Neubauer's pot. The recovered M-CSH-lime had no negative effect on germination and growth. These results suggest that advanced water treatment with M-CSH-lime was effective for simultaneous removal of colour, [Formula: see text] and coliform bacteria at an addition rate of 0.03-0.15 w/v%, and that the recovered M-CSH-lime would be suitable as phosphorus fertilizer.

  11. Wastewater treatment pilot

    OpenAIRE

    2016-01-01

    The aim of this thesis was to investigate the functionality of the wastewater treatment pilot and produce a learning manual-handout, as well as to define the parameters of wastewater clarification by studying the nutrient removal and the effluent clarification level of the processed wastewater. As part of the Environmental Engineering studies, Tampere University of Applied Sciences has invested on a Wastewater Treatment Pilot. The pilot simulates the basic wastewater treatment practices u...

  12. Insights into real cotton-textile dyeing wastewater treatment using solar advanced oxidation processes.

    Science.gov (United States)

    Soares, Petrick A; Silva, Tânia F C V; Manenti, Diego R; Souza, Selene M A G U; Boaventura, Rui A R; Vilar, Vítor J P

    2014-01-01

    Different advanced oxidation processes (AOPs) were applied to the treatment of a real cotton-textile dyeing wastewater as a pre-oxidation step to enhance the biodegradability of the recalcitrant compounds, which can be further oxidized using a biological process. Tests were conducted on a lab-scale prototype using artificial solar radiation and at pilot scale with compound parabolic collectors using natural solar radiation. The cotton-textile dyeing wastewater presents a lilac color, with a maximum absorbance peak at 641 nm, alkaline pH (pH = 8.2), moderate organic content (DOC = 152 mg C L(-1), COD = 684 mg O2 L(-1)) and low-moderate biodegradability (40 % after 28 days in Zahn-Wellens test). All the tested processes contributed to an effective decolorization and mineralization, but the most efficient process was the solar-photo-Fenton with an optimum catalyst concentration of 60 mg Fe(2+) L(-1), leading to 98.5% decolorization and 85.5% mineralization after less than 0.1 and 5.8 kJUV L(-1), respectively. In order to achieve a final wastewater with a COD below 250 mg O2 L(-1) (discharge limit into water bodies imposed by the Portuguese Legislation-Portaria no. 423/97 of 25 June 1997), considering the combination of a solar-photo-Fenton reaction with a biological process, the phototreatment energy required is 0.5 kJUV L(-1), consuming 7.5 mM hydrogen peroxide, resulting in 58.4% of mineralization [Formula: see text].

  13. Weighing environmental advantages and disadvantages of advanced wastewater treatment of micro-pollutants using environmental life cycle assessment

    DEFF Research Database (Denmark)

    Wenzel, Henrik; Larsen, Henrik Fred; Clauson-Kaas, Jes

    2008-01-01

    has the best balance between prevented and induced impacts, and sand filtration proved to have a net environmental benefit under the assumptions used in the study. But the outcome of the study suggests that this is not always the case for ozonation and MBR. Keywords: advanced wastewater treatment; LCA......Much research and development effort is directed towards advances in municipal wastewater treatment aiming at reducing the effluent content of micro-pollutants and pathogens. The objective is to further reduce the eco-toxicity, hormone effects and pathogenic effects of the effluent. Such further......-off was investigated using Life Cycle Assessment (LCA) methodology and based on a literature review of advanced treatment performance. The LCA evaluation comprised sand filtration, ozonation and MBRs and assessed the effect of extending existing tertiary treatment with these technologies on a variety of micro...

  14. Additional treatment of wastewater reduces endocrine disruption in wild fish--a comparative study of tertiary and advanced treatments.

    Science.gov (United States)

    Baynes, Alice; Green, Christopher; Nicol, Elizabeth; Beresford, Nicola; Kanda, Rakesh; Henshaw, Alan; Churchley, John; Jobling, Susan

    2012-05-15

    Steroid estrogens are thought to be the major cause of feminization (intersex) in wild fish. Widely used wastewater treatment technologies are not effective at removing these contaminants to concentrations thought to be required to protect aquatic wildlife. A number of advanced treatment processes have been proposed to reduce the concentrations of estrogens entering the environment. Before investment is made in such processes, it is imperative that we compare their efficacy in terms of removal of steroid estrogens and their feminizing effects with other treatment options. This study assessed both steroid removal and intersex induction in adult and early life stage fish (roach, Rutilus rutilus). Roach were exposed directly to either secondary (activated sludge process (ASP)), tertiary (sand filtrated (SF)), or advanced (chlorine dioxide (ClO(2)), granular activated charcoal (GAC)) treated effluents for six months. Surprisingly, both the advanced GAC and tertiary SF treatments (but not the ClO(2) treatment) significantly removed the intersex induction associated with the ASP effluent; this was not predicted by the steroid estrogen measurements, which were higher in the tertiary SF than either the GAC or the ClO(2). Therefore our study highlights the importance of using both biological and chemical analysis when assessing new treatment technologies.

  15. Treatment of real industrial wastewater using the combined approach of advanced oxidation followed by aerobic oxidation.

    Science.gov (United States)

    Ramteke, Lokeshkumar P; Gogate, Parag R

    2016-05-01

    Fenton oxidation and ultrasound-based pretreatment have been applied to improve the treatment of real industrial wastewater based on the use of biological oxidation. The effect of operating parameters such as Fe(2+) loading, contact time, initial pH, and hydrogen peroxide loading on the extent of chemical oxygen demand (COD) reduction and change in biochemical oxygen demand (BOD5)/COD ratio has been investigated. The optimum operating conditions established for the pretreatment were initial pH of 3.0, Fe(2+) loading of 2.0, and 2.5 g L(-1) for the US/Fenton/stirring and Fenton approach, respectively, and temperature of 25 °C with initial H2O2 loading of 1.5 g L(-1). The use of pretreatment resulted in a significant increase in the BOD5/COD ratio confirming the production of easily digestible intermediates. The effect of the type of sludge in the aerobic biodegradation was also investigated based on the use of primary activated sludge (PAS), modified activated sludge (MAS), and activated sludge (AS). Enhanced removal of the pollutants as well as higher biomass yield was observed for MAS as compared to PAS and AS. The use of US/Fenton/stirring pretreatment under the optimized conditions followed by biological oxidation using MAS resulted in maximum COD removal at 97.9 %. The required hydraulic retention time for the combined oxidation system was also significantly lower as compared to only biological oxidation operation. Kinetic studies revealed that the reduction in the COD followed a first-order kinetic model for advanced oxidation and pseudo first-order model for biodegradation. The study clearly established the utility of the combined technology for the effective treatment of real industrial wastewater.

  16. Effects of advanced wastewater treatment on the quality of White River, Indiana

    Science.gov (United States)

    Crawford, Charles G.; Wangsness, David J.

    1991-01-01

    In 1983, the City of Indianapolis, Indiana, completed construction of advanced wastewater treatment (AWT) systems to enlarge and upgrade its existing Belmont Road and Southport Road secondary treatment plants. A nonparametric statistical procedure, a modified form of the Wilcoxon-Mann-Whitney rank-sum test, was used to test for trends in water quality at two upstream and two downstream sites on White River and at the two treatment plants. Results comparing the pre- (1978-1980) and post- (1983-1988) AWT periods show statistically significant improvements in the quality of the treated effluent and of the White River downstream from the plants. Water quality at sites upstream from the city was relatively constant during the period of study. Total ammonia (as N) decreased 14.6 mg/L and BOD5 (five-day biochemical oxygen demand) decreased 10 to 19 mg/L in the two effluents. Total ammonia in the river downstream from the plants decreased 0.8 to 1.9 mg/L and BOD5 decreased 2.3 to 2.5 mg/L. Nitrate (as N) increased 14.5 mg/L in the plant effluents and 2.0 to 2.4 mg/L in the river because of in-plant nitrification. Dissolved oxygen concentration in the river increased about 3 mg/L because of reduced oxygen demand for nitrification and biochemical oxidation processes.

  17. A membrane-integrated advanced scheme for treatment of industrial wastewater: dynamic modeling towards scale up.

    Science.gov (United States)

    Kumar, Ramesh; Pal, Parimal

    2013-08-01

    Modeling and simulation was carried out for an advanced membrane-integrated hybrid treatment process that ensures reuse of water with conversion and recovery of ammoniacal nitrogen as value-added struvite fertilizer from coke wastewater. While toxic cyanide was largely removed in a pre-chemical treatment unit using Fenton's reagents under optimized conditions, more than 95% of NH4(+)-N could be recovered as a valuable by-product called struvite through addition of appropriate doses of magnesium and phosphate salts. Water could be turned reusable through a polishing treatment by nanofiltration membranes in a largely fouling free membrane module following a biodegradation step. Mathematical modeling of such an integrated process was done with Haldane-Andrew approach for the associated microbial degradation of phenol by Pseudomonas putida. Residual NH4(+) was degraded by nitrification and denitrification following the modified Monod kinetics. The model could successfully predict the plant performance as reflected in reasonably low relative error (0.03-0.18) and high Willmott d-index (>0.98).

  18. A Model to Predict Nitrogen Losses in Advanced Soil-Based Wastewater Treatment Systems

    Science.gov (United States)

    Morales, I.; Cooper, J.; Loomis, G.; Kalen, D.; Amador, J.; Boving, T. B.

    2014-12-01

    Most of the non-point source Nitrogen (N) load in rural areas is attributed to onsite wastewater treatment systems (OWTS). Nitrogen compounds are considered environmental pollutants because they deplete the oxygen availability in water bodies and produce eutrophication. The objective of this study was to simulate the fate and transport of Nitrogen in OWTS. The commercially-available 2D/3D HYDRUS software was used to develop a transport and fate model. Experimental data from a laboratory meso-cosm study included the soil moisture content, NH4 and NO3- data. That data set was used to calibrate the model. Three types of OWTS were simulated: (1) pipe-and-stone (P&S), (2) advanced soil drainfields, pressurized shallow narrow drainfield (SND) and (3) Geomat (GEO), a variation of SND. To better understand the nitrogen removal mechanism and the performance of OWTS technologies, replicate (n = 3) intact soil mesocosms were used with 15N-labelled nitrogen inputs. As a result, it was estimated that N removal by denitrification was predominant in P&S. However, it is suggested that N was removed by nitrification in SND and GEO. The calibrated model was used to estimate Nitrogen fluxes for both conventional and advanced OWTS. Also, the model predicted the N losses from nitrification and denitrification in all OWTS. These findings help to provide practitioners with guidelines to estimate N removal efficiencies for OWTS, and predict N loads and spatial distribution for identifying non-point sources.

  19. Pilot-scale treatment of olive oil mill wastewater by physicochemical and advanced oxidation processes.

    Science.gov (United States)

    Kiliç, M Yalili; Yonar, T; Kestioğlu, K

    2013-01-01

    The pilot-scale treatability of olive oil mill wastewater (OOMW) by physicochemical methods, ultrafiltration and advanced oxidation processes (AOPs) was investigated. Physicochemical methods (acid cracking, oil separation and coagulation-flocculation) showed high efficiency of chemical oxygen demand (COD) (85%), oil and grease (O&G) (> 97%), suspended solids (SS) (> 99%) and phenol (92%) removal from the OOMW. Ultrafiltration followed by physicochemical methods is effective in reducing the SS, O&G. The final permeate quality is found to be excellent with over 90% improvements in the COD and phenol parameters. AOPs (ozonation at a high pH, O3/UV, H2O2/UV, and O3/H2O2/UV) increased the removal efficiency and the O3/H2O2/UV combination among other AOPs studied in this paper was found to give the best results (> 99% removal for COD, > 99% removal for phenol and > 99% removal for total organic carbon). Pilot-scale treatment plant has been continuously operated on site for three years (3 months olive oil production campaign period of each year). The capital and operating costs of the applied treatment alternatives were also determined at the end of these seasons. The results obtained in this study have been patented for 7 years by the Turkish Patent Institute.

  20. Inland Treatment of the Brine Generated from Reverse Osmosis Advanced Membrane Wastewater Treatment Plant Using Epuvalisation System

    Directory of Open Access Journals (Sweden)

    Mohannad Qurie

    2013-07-01

    Full Text Available The reverse osmosis (RO brine generated from the Al-Quds University wastewater treatment plant was treated using an epuvalisation system. The advanced integrated wastewater treatment plant included an activated sludge unit, two consecutive ultrafiltration (UF membrane filters (20 kD and 100 kD cutoffs followed by an activated carbon filter and a reverse osmosis membrane. The epuvalisation system consisted of salt tolerant plants grown in hydroponic channels under continuous water flowing in a closed loop system, and placed in a greenhouse at Al-Quds University. Sweet basil (Ocimum basilicum plants were selected, and underwent two consecutive hydroponic flowing stages using different brine-concentrations: an adaptation stage, in which a 1:1 mixture of brine and fresh water was used; followed by a functioning stage, with 100% brine. A control treatment using fresh water was included as well. The experiment started in April and ended in June (2012. At the end of the experiment, analysis of the effluent brine showed a remarkable decrease of electroconductivity (EC, PO43−, chemical oxygen demand (COD and K+ with a reduction of 60%, 74%, 70%, and 60%, respectively, as compared to the influent. The effluent of the control treatment showed 50%, 63%, 46%, and 90% reduction for the same parameters as compared to the influent. Plant growth parameters (plant height, fresh and dry weight showed no significant difference between fresh water and brine treatments. Obtained results suggest that the epuvalisation system is a promising technique for inland brine treatment with added benefits. The increasing of channel number or closed loop time is estimated for enhancing the treatment process and increasing the nutrient uptake. Nevertheless, the epuvalisation technique is considered to be simple, efficient and low cost for inland RO brine treatment.

  1. Inland treatment of the brine generated from reverse osmosis advanced membrane wastewater treatment plant using epuvalisation system.

    Science.gov (United States)

    Qurie, Mohannad; Abbadi, Jehad; Scrano, Laura; Mecca, Gennaro; Bufo, Sabino A; Khamis, Mustafa; Karaman, Rafik

    2013-07-03

    The reverse osmosis (RO) brine generated from the Al-Quds University wastewater treatment plant was treated using an epuvalisation system. The advanced integrated wastewater treatment plant included an activated sludge unit, two consecutive ultrafiltration (UF) membrane filters (20 kD and 100 kD cutoffs) followed by an activated carbon filter and a reverse osmosis membrane. The epuvalisation system consisted of salt tolerant plants grown in hydroponic channels under continuous water flowing in a closed loop system, and placed in a greenhouse at Al-Quds University. Sweet basil (Ocimum basilicum) plants were selected, and underwent two consecutive hydroponic flowing stages using different brine-concentrations: an adaptation stage, in which a 1:1 mixture of brine and fresh water was used; followed by a functioning stage, with 100% brine. A control treatment using fresh water was included as well. The experiment started in April and ended in June (2012). At the end of the experiment, analysis of the effluent brine showed a remarkable decrease of electroconductivity (EC), PO43-, chemical oxygen demand (COD) and K+ with a reduction of 60%, 74%, 70%, and 60%, respectively, as compared to the influent. The effluent of the control treatment showed 50%, 63%, 46%, and 90% reduction for the same parameters as compared to the influent. Plant growth parameters (plant height, fresh and dry weight) showed no significant difference between fresh water and brine treatments. Obtained results suggest that the epuvalisation system is a promising technique for inland brine treatment with added benefits. The increasing of channel number or closed loop time is estimated for enhancing the treatment process and increasing the nutrient uptake. Nevertheless, the epuvalisation technique is considered to be simple, efficient and low cost for inland RO brine treatment.

  2. [Advanced treatment of coking wastewater with a novel heterogeneous electro-Fenton technology].

    Science.gov (United States)

    Li, Hai-Tao; Li, Yu-Ping; Zhang, An-Yang; Cao, Hong-Bin; Li, Xin-Gang; Zhang, Yi

    2011-01-01

    A novel electro-catalytic reactor, with oxygen-reduction cathode (PAQ/GF), dimensionally stable anode (IrO2-RuO2 -TiO2/ Ti) and heterogeneous catalysts, is developed for advanced treatment of coking wastewater after biological process, integrating cathodic and anodic simultaneous oxidation processes. A PAQ/GF electrode was synthesized by the electro-polymerization of 2-ethyl anthraquinone on graphite felt, which was characterized with cyclic voltametry measurements; the results indicated that the PAQ/GF electrode showed high reversibility for oxidation-reduction reaction of anthraquinone and catalytic activity for O2 reduction to H2O2; 13.5 mmol/L H2O2 was obtained after electrolysis for 6 h at -0.7 V (vs. SCE) and pH 6 with a current efficiency of 50% in a membrane reactor. Fe-Cu/Y350 catalysts, prepared by impregnation method, could catalyze the production of hydroxyl radicals (*OH) from H2O2, which was confirmed both by fading reaction of crystal violet and oxidation of *OH-probe compound (p-chlorobenzoic acid); Fe-Cu/Y350 also showed high catalytic-activity for the oxidation of organics by hypochlorous sodium, because COD removal of coking wastewater reached 26% in the catalytic process while only 11% of COD removal was obtained in the absence of Fe-Cu/Y350. COD removal of coking wastewater reached 49.4% (26.0% and 23.4% in cathodic system and anodic system, respectively) in the developed electrolytic-reactor, which was higher than that of conventional cathodic-anodic-oxidation process (29.8%). At optimal reaction condition of initial COD = 192 mg/L, I = 10A x m(-2) and pH 4-5, more than 50% COD were removed after electrolysis for 1 h. The mechanism might be as follows: in cathodic system, H2O2 is generated from reduction of O2 on PAQ/GF cathode, and catalyzed by Fe-Cu/Y350 for production of *OH, which causes mineralization and degradation of organic pollutants; in anodic system, Cl2 and HClO are generated from Cl- oxidation on IrO2-RuO2-TiO2/Ti anode and the

  3. Treatment of leather industrial wastewater via combined advanced oxidation and membrane filtration.

    Science.gov (United States)

    Abdel-Shafy, Hussein I; El-Khateeb, Mohamed A; Mansour, Mona S M

    The liming/unhairing operation is among the important processes of the leather industry. It generates large amounts of effluent that are highly loaded with organic hazard wastes. Such effluent is considered one of the most obnoxious materials in the leather industry, causing serious environmental pollution and health risks. The effluent is characterized by high concentrations of the pollution parameters. Conventional chemical and/or biological treatment of such wastewater is inefficient to meet the required limits of standard specifications, due to the presence of resistant and toxic compounds. The present investigation deals with an effective treatment approach for the lime/unhair effluent using the Fenton reaction followed by membrane filtration. The experiment was extended to a laboratory pilot-scale in a continuous treatment study. In this study the raw wastewater was treated with the predetermined Fenton's optimum dose followed by membrane filtration. The wastewater was efficiently treated and the final effluent met the standards for unrestricted water reuse.

  4. Microbubble enhanced ozonation process for advanced treatment of wastewater produced in acrylic fiber manufacturing industry

    KAUST Repository

    Zheng, Tianlong

    2015-02-02

    This work investigated microbubble-ozonation for the treatment of a refractory wet-spun acrylic fiber wastewater in comparison to macrobubble-ozonation. CODcr, NH3-N, and UV254 of the wastewater were removed by 42%, 21%, and 42%, respectively in the microbubble-ozonation, being 25%, 9%, and 35% higher than the removal rates achieved by macrobubble-ozonation at the same ozone dose. The microbubbles (with average diameter of 45μm) had a high concentration of 3.9×105 counts/mL at a gas flow rate of 0.5L/min. The gas holdup, total ozone mass-transfer coefficient, and average ozone utilization efficiency in the microbubble-ozonation were 6.6, 2.2, and 1.5 times higher than those of the macrobubble-ozonation. Greater generation of hydroxyl radicals and a higher zeta potential of the bubbles were also observed in the microbubble ozonation process. The biodegradability of the wastewater was also significantly improved by microbubble-ozonation, which was ascribed to the enhanced degradation of alkanes, aromatic compounds, and the many other bio-refractory organic compounds in the wastewater. Microbubble-ozonation can thus be a more effective treatment process than traditional macrobubble-ozonation for refractory wastewater produced by the acrylic fiber manufacturing industry.

  5. Advanced treatment of effluents from an industrial park wastewater treatment plant by ferrous ion activated persulfate oxidation process.

    Science.gov (United States)

    Zhu, Songmei; Zhou, Zhen; Jiang, Haitao; Ye, Jianfeng; Ren, Jiamin; Gu, Lingyun; Wang, Luochun

    The advanced oxidation technology, ferrous ion (Fe(II)) activated persulfate (PS) producing sulfate radicals, was used for the advanced treatment of effluent from an integrated wastewater treatment plant in a papermaking industrial park. Separate and interactive effects of PS dosage, Fe(II)/PS ratio and initial pH on chemical oxygen demand (COD) removal were analyzed by the response surface methodology (RSM). The results showed that Fe(II)-PS system was effective in COD removal from the secondary effluent. PS dosage was the most dominant factor with positive influence on COD removal, followed by initial pH value. The optimum conditions with COD removal of 54.4% were obtained at PS/COD of 2.2, initial pH of 6.47 and Fe(II)/PS of 1.89. UV-visible spectrum analysis showed that after RSM optimization, Fe(II)-PS system effectively degraded large organic molecules into small ones, and decreased humification degree of the effluent. Three-dimensional fluorescence analysis demonstrated that aromatic protein and fulvic substances were fully decomposed by the Fe(II)-PS treatment.

  6. Advanced low carbon-to-nitrogen ratio wastewater treatment by electrochemical and biological coupling process.

    Science.gov (United States)

    Deng, Shihai; Li, Desheng; Yang, Xue; Zhu, Shanbin; Xing, Wei

    2016-03-01

    Nitrogen pollution in ground and surface water significantly affects the environment and its organisms, thereby leading to an increasingly serious environmental problem. Such pollution is difficult to degrade because of the lack of carbon sources. Therefore, an electrochemical and biological coupling process (EBCP) was developed with a composite catalytic biological carrier (CCBC) and applied in a pilot-scale cylindrical reactor to treat wastewater with a carbon-to-nitrogen (C/N) ratio of 2. The startup process, coupling principle, and dynamic feature of the EBCP were examined along with the effects of hydraulic retention time (HRT), dissolved oxygen (DO), and initial pH on nitrogen removal. A stable coupling system was obtained after 51 days when plenty of biofilms were cultivated on the CCBC without inoculation sludge. Autotrophic denitrification, with [Fe(2+)] and [H] produced by iron-carbon galvanic cells in CCBC as electron donors, was confirmed by equity calculation of CODCr and nitrogen removal. Nitrogen removal efficiency was significantly influenced by HRT, DO, and initial pH with optimal values of 3.5 h, 3.5 ± 0.1 mg L(-1), and 7.5 ± 0.1, respectively. The ammonia, nitrate, and total nitrogen (TN) removal efficiencies of 90.1 to 95.3 %, 90.5 to 99.0 %, and 90.3 to 96.5 % were maintained with corresponding initial concentrations of 40 ± 2 mg L(-1) (NH3-N load of 0.27 ± 0.01 kg NH3-N m(-3) d(-1)), 20 ± 1 mg L(-1), and 60 ± 2 mg L(-1) (TN load of 0.41 ± 0.02 kg TN m(-3) d(-1)). Based on the Eckenfelder model, the kinetics equation of the nitrogen transformation along the reactor was N e  = N 0 exp (-0.04368 h/L(1.8438)). Hence, EBCP is a viable method for advanced low C/N ratio wastewater treatment.

  7. Slaughterhouse wastewater characteristics, treatment, and management in the meat processing industry: A review on trends and advances.

    Science.gov (United States)

    Bustillo-Lecompte, Ciro Fernando; Mehrvar, Mehrab

    2015-09-15

    A thorough review of advancement in slaughterhouse wastewater (SWW) characteristics, treatment, and management in the meat processing industry is presented. This study also provides a general review of the environmental impacts, health effects, and regulatory frameworks relevant to the SWW management. A significant progress in high-rate anaerobic treatment, nutrient removal, advanced oxidation processes (AOPs), and the combination of biological treatment and AOPs for SWW treatment is highlighted. The treatment processes are described and few examples of their applications are given. Conversely, few advances are accounted in terms of waste minimization and water use reduction, reuse, and recycle in slaughterhouses, which may offer new alternatives for cost-effective waste management. An overview of the most frequently applied technologies and combined processes for organic and nutrient removal during the last decade is also summarized. Several types of individual and combined processes have been used for the SWW treatment. Nevertheless, the selection of a particular technology depends on the characteristics of the wastewater, the available technology, and the compliance with regulations. This review facilitates a better understanding of current difficulties that can be found during production and management of the SWW, including treatment and characteristics of the final effluent.

  8. Occurrence, fate and risk assessment of parabens and their chlorinated derivatives in an advanced wastewater treatment plant.

    Science.gov (United States)

    Li, Wenhui; Shi, Yali; Gao, Lihong; Liu, Jiemin; Cai, Yaqi

    2015-12-30

    In the present study, parabens, p-hydroxybenzoic acid (PHBA) and chlorinated derivatives, were simultaneously determined in wastewater and sludge samples along the whole process in an advanced wastewater treatment plant (WWTP). Nine target compounds were detected in this WWTP, and methylparaben and PHBA were the dominant compounds in these samples. It is noteworthy that octylparaben with longer chain was firstly detected in this work. Mass balance results showed that 91.8% of the initial parabens mass loading was lost mainly due to degradation, while the contribution of sorption and output of primary and excess sludge was much less (7.5%), indicating that biodegradation played a significant role in the removal of parabens during the conventional treatment process. Specifically, parabens were mainly degraded in the anaerobic tank, and PHBA could be effectively removed at high rates after the advanced treatment. However, both biodegradation and adsorption accounted for minor contribution to the removal of chlorinated parabens during conventional treatment process, and they were only scantly removed by conventional treatment (33.9-40.7%) and partially removed by advanced treatment (59.2-82.8%). Risk assessment indicated that parabens and their chlorinated derivatives in second and tertiary effluent are not likely to produce biological effects on aquatic ecosystems.

  9. A simulation benchmark to evaluate the performance of advanced control techniques in biological wastewater treatment plants

    OpenAIRE

    Sotomayor O.A.Z.; Park S.W.; Garcia C

    2001-01-01

    Wastewater treatment plants (WWTP) are complex systems that incorporate a large number of biological, physicochemical and biochemical processes. They are large and nonlinear systems subject to great disturbances in incoming loads. The primary goal of a WWTP is to reduce pollutants and the second goal is disturbance rejection, in order to obtain good effluent quality. Modeling and computer simulations are key tools in the achievement of these two goals. They are essential to describe, predict ...

  10. Wastewater Treatment Plants

    Data.gov (United States)

    Iowa State University GIS Support and Research Facility — The actual treatment areas for municipal, industrial, and semi-public wastewater treatment facilities in Iowa for the National Pollutant Discharge Elimination System...

  11. Tertiary treatment of a municipal wastewater toward pharmaceuticals removal by chemical and electrochemical advanced oxidation processes.

    Science.gov (United States)

    Moreira, Francisca C; Soler, J; Alpendurada, M F; Boaventura, Rui A R; Brillas, Enric; Vilar, Vítor J P

    2016-11-15

    This study focuses on the degradation of pharmaceuticals from a municipal wastewater after secondary treatment by applying various advanced oxidation processes (AOPs) and electrochemical AOPs (EAOPs) like UVC, H2O2/UVC, anodic oxidation (AO), AO with electrogenerated H2O2 (AO-H2O2), AO-H2O2/UVC and photoelectro-Fenton (PEF) using either UVC radiation (PEF-UVC) or UVA radiation (PEF-UVA). The municipal wastewater after secondary treatment was spiked with 5.0 mg L(-1) of trimethoprim (TMP) antibiotic. The efficiency of processes to remove TMP followed the order UVC < AO-H2O2 < PEF-UVA < AO ≈ PEF-UVC < AO-H2O2/UVC < PEF-UVA (pH = 2.8) < H2O2/UVC ≈ PEF-UVC (pH = 2.8), using neutral pH, except when identified. While the UVC radiation alone led to a very low TMP removal, the H2O2/UVC process promoted a very high TMP degradation due to the production of hydroxyl radicals (OH) by H2O2 cleavage. In the AO-H2O2/UVC process, the electrogeneration of H2O2 can avoid the risks associated with the transportation, storage and manipulation of this oxidant and, furthermore, OH at the anode surface are also formed. Nevertheless, low contents of H2O2 were detected mainly at the beginning of the reaction, leading to a lower initial reaction rate when compared with the H2O2/UVC system. In the PEF-UVC, the addition of iron at neutral pH led to the visible formation of insoluble iron oxides that can filter the light. At pH 2.8, the iron remained dissolved, thereby promoting the Fenton's reaction and increasing the organics removal. The UVA-driven processes showed limited efficiency when compared with those using UVC light. For all processes with H2O2 electrogeneration, the active chlorine species can be scavenged by the H2O2, diminishing the efficiency of the processes. This can explain the lower efficiency of AO-H2O2 when compared with AO. Moreover, the degradation of the MWWTP effluent spiked with 18 pharmaceuticals in μg L(-1) during AO process was assessed

  12. Performance analysis and optimization of an advanced pharmaceutical wastewater treatment plant through a visual basic software tool (PWWT.VB).

    Science.gov (United States)

    Pal, Parimal; Thakura, Ritwik; Chakrabortty, Sankha

    2016-05-01

    A user-friendly, menu-driven simulation software tool has been developed for the first time to optimize and analyze the system performance of an advanced continuous membrane-integrated pharmaceutical wastewater treatment plant. The software allows pre-analysis and manipulation of input data which helps in optimization and shows the software performance visually on a graphical platform. Moreover, the software helps the user to "visualize" the effects of the operating parameters through its model-predicted output profiles. The software is based on a dynamic mathematical model, developed for a systematically integrated forward osmosis-nanofiltration process for removal of toxic organic compounds from pharmaceutical wastewater. The model-predicted values have been observed to corroborate well with the extensive experimental investigations which were found to be consistent under varying operating conditions like operating pressure, operating flow rate, and draw solute concentration. Low values of the relative error (RE = 0.09) and high values of Willmott-d-index (d will = 0.981) reflected a high degree of accuracy and reliability of the software. This software is likely to be a very efficient tool for system design or simulation of an advanced membrane-integrated treatment plant for hazardous wastewater.

  13. Use of solar advanced oxidation processes for wastewater treatment: Follow-up on degradation products, acute toxicity, genotoxicity and estrogenicity.

    Science.gov (United States)

    Brienza, M; Mahdi Ahmed, M; Escande, A; Plantard, G; Scrano, L; Chiron, S; Bufo, S A; Goetz, V

    2016-04-01

    Wastewater tertiary treatment by advanced oxidation processes is thought to produce a treated effluent with lower toxicity than the initial influent. Here we performed tertiary treatment of a secondary effluent collected from a Waste Water Treatment Plant via homogeneous (solar/HSO5(-)/Fe(2+)) and heterogeneous (solar/TiO2) solar advanced oxidation aiming at the assessment of their effectiveness in terms of contaminants' and toxicity abatement in a plain solar reactor. A total of 53 organic contaminants were qualitatively identified by liquid chromatography coupled to high-resolution mass spectrometry after solid phase extraction. Solar advanced oxidation totally or partially removed the major part of contaminants detected within 4.5 h. Standard toxicity tests were performed using Vibrio fischeri, Daphnia magna, Pseudokirchneriella subcapitata and Brachionus calyciflorus organisms to evaluate acute and chronic toxicity in the secondary or tertiary effluents, and the EC50% was calculated. Estrogenic and genotoxic tests were carried out in an attempt to obtain an even sharper evaluation of potential hazardous effects due to micropollutants or their degradation by-products in wastewater. Genotoxic effects were not detected in effluent before or after treatment. However, we observed relevant estrogenic activity due to the high sensitivity of the HELN ERα cell line.

  14. Self-Driven Desalination and Advanced Treatment of Wastewater in a Modularized Filtration Air Cathode Microbial Desalination Cell.

    Science.gov (United States)

    Zuo, Kuichang; Wang, Zhen; Chen, Xi; Zhang, Xiaoyuan; Zuo, Jiaolan; Liang, Peng; Huang, Xia

    2016-07-05

    Microbial desalination cells (MDCs) extract organic energy from wastewater for in situ desalination of saline water. However, to desalinate salt water, traditional MDCs often require an anolyte (wastewater) and a catholyte (other synthetic water) to produce electricity. Correspondingly, the traditional MDCs also produced anode effluent and cathode effluent, and may produce a concentrate solution, resulting in a low production of diluate. In this study, nitrogen-doped carbon nanotube membranes and Pt carbon cloths were utilized as filtration material and cathode to fabricate a modularized filtration air cathode MDC (F-MDC). With real wastewater flowing from anode to cathode, and finally to the middle membrane stack, the diluate volume production reached 82.4%, with the removal efficiency of salinity and chemical oxygen demand (COD) reached 93.6% and 97.3% respectively. The final diluate conductivity was 68 ± 12 μS/cm, and the turbidity was 0.41 NTU, which were sufficient for boiler supplementary or industrial cooling. The concentrate production was only 17.6%, and almost all the phosphorus and salt, and most of the nitrogen were recovered, potentially allowing the recovery of nutrients and other chemicals. These results show the potential utility of the modularized F-MDC in the application of municipal wastewater advanced treatment and self-driven desalination.

  15. Advanced treatment of biologically pretreated coal gasification wastewater by a novel integration of heterogeneous Fenton oxidation and biological process.

    Science.gov (United States)

    Xu, Peng; Han, Hongjun; Zhuang, Haifeng; Hou, Baolin; Jia, Shengyong; Xu, Chunyan; Wang, Dexin

    2015-04-01

    Laboratorial scale experiments were conducted in order to investigate a novel system integrating heterogeneous Fenton oxidation (HFO) with anoxic moving bed biofilm reactor (ANMBBR) and biological aerated filter (BAF) process on advanced treatment of biologically pretreated coal gasification wastewater (CGW). The results indicated that HFO with the prepared catalyst (FeOx/SBAC, sewage sludge based activated carbon (SBAC) which loaded Fe oxides) played a key role in eliminating COD and COLOR as well as in improving the biodegradability of raw wastewater. The surface reaction and hydroxyl radicals (OH) oxidation were the mechanisms for FeOx/SBAC catalytic reaction. Compared with ANMBBR-BAF process, the integrated system was more effective in abating COD, BOD5, total phenols (TPs), total nitrogen (TN) and COLOR and could shorten the retention time. Therefore, the integrated system was a promising technology for engineering applications.

  16. Increasing significance of advanced physical/chemical processes in the development and application of sustainable wastewater treatment systems

    NARCIS (Netherlands)

    Rulkens, W.H.

    2008-01-01

    The awareness of the problem of the scarcity of water of high quality has strongly changed the approach of wastewater treatment. Currently, there is an increasing need for the beneficial reuse of treated wastewater and to recover valuable products and energy from the wastewater. Because microbiologi

  17. Advanced treatment of biologically pretreated coal gasification wastewater by a novel integration of heterogeneous catalytic ozonation and biological process.

    Science.gov (United States)

    Zhuang, Haifeng; Han, Hongjun; Jia, Shengyong; Hou, Baolin; Zhao, Qian

    2014-08-01

    Advanced treatment of biologically pretreated coal gasification wastewater (CGW) was investigated employing heterogeneous catalytic ozonation integrated with anoxic moving bed biofilm reactor (ANMBBR) and biological aerated filter (BAF) process. The results indicated that catalytic ozonation with the prepared catalyst (i.e. MnOx/SBAC, sewage sludge was converted into sludge based activated carbon (SBAC) which loaded manganese oxides) significantly enhanced performance of pollutants removal by generated hydroxyl radicals. The effluent of catalytic ozonation process was more biodegradable and less toxic than that in ozonation alone. Meanwhile, ANMBBR-BAF showed efficient capacity of pollutants removal in treatment of the effluent of catalytic ozonation at a shorter reaction time, allowing the discharge limits to be met. Therefore, the integrated process with efficient, economical and sustainable advantages was suitable for advanced treatment of real biologically pretreated CGW.

  18. Wastewater Treatment Facilities

    Data.gov (United States)

    Iowa State University GIS Support and Research Facility — Individual permits for municipal, industrial, and semi-public wastewater treatment facilities in Iowa for the National Pollutant Discharge Elimination System (NPDES)...

  19. Advanced treatment of biologically pretreated coal gasification wastewater by a novel integration of catalytic ultrasound oxidation and membrane bioreactor.

    Science.gov (United States)

    Jia, Shengyong; Han, Hongjun; Zhuang, Haifeng; Xu, Peng; Hou, Baolin

    2015-01-01

    Laboratorial scale experiments were conducted to investigate a novel system integrating catalytic ultrasound oxidation (CUO) with membrane bioreactor (CUO-MBR) on advanced treatment of biologically pretreated coal gasification wastewater. Results indicated that CUO with catalyst of FeOx/SBAC (sewage sludge based activated carbon (SBAC) which loaded Fe oxides) represented high efficiencies in eliminating TOC as well as improving the biodegradability. The integrated CUO-MBR system with low energy intensity and high frequency was more effective in eliminating COD, BOD5, TOC and reducing transmembrane pressure than either conventional MBR or ultrasound oxidation integrated MBR. The enhanced hydroxyl radical oxidation, facilitation of substrate diffusion and improvement of cell enzyme secretion were the mechanisms for CUO-MBR performance. Therefore, the integrated CUO-MBR was the promising technology for advanced treatment in engineering applications.

  20. Advanced treatment of biologically pretreated coal gasification wastewater by a novel heterogeneous Fenton oxidation process.

    Science.gov (United States)

    Zhuang, Haifeng; Han, Hongjun; Ma, Wencheng; Hou, Baolin; Jia, Shengyong; Zhao, Qian

    2015-07-01

    Sewage sludge from a biological wastewater treatment plant was converted into sewage sludge based activated carbon (SBAC) with ZnCl2 as activation agent, which was used as a support for ferric oxides to form a catalyst (FeOx/SBAC) by a simple impregnation method. The new material was then used to improve the performance of Fenton oxidation of real biologically pretreated coal gasification wastewater (CGW). The results indicated that the prepared FeOx/SBAC significantly enhanced the pollutant removal performance in the Fenton process, so that the treated wastewater was more biodegradable and less toxic. The best performance was obtained over a wide pH range from 2 to 7, temperature 30°C, 15 mg/L of H2O2 and 1g/L of catalyst, and the treated effluent concentrations of COD, total phenols, BOD5 and TOC all met the discharge limits in China. Meanwhile, on the basis of significant inhibition by a radical scavenger in the heterogeneous Fenton process as well as the evolution of FT-IR spectra of pollutant-saturated FeOx/BAC with and without H2O2, it was deduced that the catalytic activity was responsible for generating hydroxyl radicals, and a possible reaction pathway and interface mechanism were proposed. Moreover, FeOx/SBAC showed superior stability over five successive oxidation runs. Thus, heterogeneous Fenton oxidation of biologically pretreated CGW by FeOx/SBAC, with the advantages of being economical, efficient and sustainable, holds promise for engineering application.

  1. Hydrothermally modified fly ash for heavy metals and dyes removal in advanced wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Visa, Maria, E-mail: maria.visa@unitbv.ro; Chelaru, Andreea-Maria, E-mail: andreea.chelaru1@yahoo.com

    2014-06-01

    Fly ash resulted from coal burning is a waste that can be used in wastewater treatment for removal of dyes and heavy metals by adsorption. Class “F” fly ash (FA), collected from the Central Heat and Power (CHP) Plant Brasov (Romania), with oxides composition SiO{sub 2}/Al{sub 2}O{sub 3} over 2.4 was used for obtaining a new substrate with good adsorption capacity for dyes and heavy metals from wastewater. A new material was obtained from modified fly ash with NaOH and hexadecyltrimethylammonium bromide (HTAB) a cationic surfactant. Contact time, optimum amount of substrate and the pH corresponding to 50 mL solution of pollutants were the parameters optimized for obtaining the maximum efficiency in the adsorption process. The optimized adsorption parameters were further used in thermodynamic and kinetic studies of the adsorption processes. The adsorption kinetic mechanisms, and the substrate capacities are further discussed correlated with the surface structure (XRD), composition (EDS, FTIR), and morphology (SEM, AFM). The results indicate that the novel nano-substrate composite with fly ash modified can be used as an efficient and low cost adsorbent for simultaneous removal of dyes and heavy metals, the resulted water respects the discharge regulations.

  2. Advanced treatment of acrylic fiber manufacturing wastewater with a combined microbubble-ozonation/ultraviolet irradiation process

    KAUST Repository

    Zheng, Tianlong

    2015-01-01

    This work investigated the effectiveness of a combination of microbubble-ozonation and ultraviolet (UV) irradiation for the treatment of secondary wastewater effluent of a wet-spun acrylic fiber manufacturing plant. Under reactor condition (ozone dosage of 48 mg L-1, UV fluence rate of 90 mW cm-2, initial pH of 8.0, and reaction time of 120 min), the biodegradability (represented as BOD5/CODcr) of the wastewater improved from 0.18 to 0.47. This improvement in biodegradability is related to the degradation of alkanes, aromatic compounds, and other bio-refractory organic compounds. The combination of microbubble-ozonation and UV irradiation synergistically improved treatment efficiencies by 228%, 29%, and 142% for CODcr, UV254 removal and BOD5/CODcr respectively after 120 min reaction time, as compared with the sum efficiency of microbubble-ozonation alone and UV irradiation alone. Hydroxyl radical production in the microbubble-ozonation/UV process was about 1.8 times higher than the sum production in microbubble-ozonation alone and UV irradiation alone. The ozone decomposition rate in the combined process was about 4.1 times higher than that in microbubble-ozonation alone. The microbubble-ozonation/UV process could be a promising technique for the treatment of bio-refractory organics in the acrylic fiber manufacturing industry. © 2015 Royal Society of Chemistry.

  3. Increasing significance of advanced physical/chemical processes in the development and application of sustainable wastewater treatment systems

    Institute of Scientific and Technical Information of China (English)

    Wim RULKENS

    2008-01-01

    The awareness of the problem of the scarcity of water of high quality has strongly changed the approach of wastewater treatment. Currently, there is an increasing need for the beneficial reuse of treated wastewater and to recover valuable products and energy from the wastewater. Because microbiological treatment methods are, only to a limited part, able to satisfy these needs, the role and significance of physical/chemical pro-cesses in wastewater treatment are gaining more and more interest. The specific future role and aim of the various physical/chemical treatment processes can be categorized in five groups: improvement of the perform-ance of microbiological treatment processes, achieve-ment of the high quality required for reuse of the effluent, recovery of valuable components and energy from the wastewater for beneficial reuse, desalination of brackish water and seawater, and treatment of con-centrated liquid or solid waste residues produced in a wastewater treatment process. Development of more environmentally sustainable wastewater treatment chains in which physical/chemical processes play a cru-cial role, also requires application of process control and modeling strategies. This is briefly introduced by the elaboration of treatment scenarios for three specific wastewaters.

  4. Comparative and integrative environmental assessment of advanced wastewater treatment processes based on an average removal of pharmaceuticals.

    Science.gov (United States)

    Igos, Elorri; Benetto, Enrico; Venditti, Silvia; Köhler, Christian; Cornelissen, Alex

    2013-01-01

    Pharmaceuticals are normally barely removed by conventional wastewater treatments. Advanced technologies as a post-treatment, could prevent these pollutants reaching the environment and could be included in a centralized treatment plant or, alternatively, at the primary point source, e.g. hospitals. In this study, the environmental impacts of different options, as a function of several advanced treatments as well as the centralized/decentralized implementation options, have been evaluated using Life Cycle Assessment (LCA) methodology. In previous publications, the characterization of the toxicity of pharmaceuticals within LCA suffers from high uncertainties. In our study, LCA was therefore only used to quantify the generated impacts (electricity, chemicals, etc.) of different treatment scenarios. These impacts are then weighted by the average removal rate of pharmaceuticals using a new Eco-efficiency Indicator EFI. This new way of comparing the scenarios shows significant advantages of upgrading a centralized plant with ozonation as the post-treatment. The decentralized treatment option reveals no significant improvement on the avoided environmental impact, due to the comparatively small pollutant load coming from the hospital and the uncertainties in the average removal of the decentralized scenarios. When comparing the post-treatment technologies, UV radiation has a lower performance than both ozonation and activated carbon adsorption.

  5. 焦化废水深度处理技术%Advanced treatment technology of coking wastewater

    Institute of Scientific and Technical Information of China (English)

    孟冠华; 刘鹏; 邱菲; 方玲; 司晨浩

    2015-01-01

    焦化废水含有大量有机污染物和有毒无机物,成分十分复杂,污染物色度高,属较难降解的高浓度有机工业废水.经预处理和生化处理后的焦化废水存在COD、氨氮、总氮及氰化物不达标的问题.通过高级氧化法、混凝沉淀法、吸附法、膜分离法、生物化学法以及组合工艺等深度处理方法可以使出水满足新标准的要求.介绍了目前国内焦化废水深度处理的工艺现状以及展望.%The coking-plant wastewater contains lots of organic contaminants and toxic inorganic contaminants. This kind of highly concentrated organic industrial wastewater is hard to be biodegraded due to its complex components and high chroma. COD,NH3-N,total nitrogen and the contents of cyanide can not meet the standard after pretreated and bio-chemical treatment. Advanced oxidation process,coagulation sedimentation method,adsorption method,membrane sepa-ration method,biological chemical method and their combined process can make the effluent meet the requirements of the new standard. In addition,the present status of advanced treatment processes of coking wastewater in China are described and prospected.

  6. A simulation benchmark to evaluate the performance of advanced control techniques in biological wastewater treatment plants

    Directory of Open Access Journals (Sweden)

    Sotomayor O.A.Z.

    2001-01-01

    Full Text Available Wastewater treatment plants (WWTP are complex systems that incorporate a large number of biological, physicochemical and biochemical processes. They are large and nonlinear systems subject to great disturbances in incoming loads. The primary goal of a WWTP is to reduce pollutants and the second goal is disturbance rejection, in order to obtain good effluent quality. Modeling and computer simulations are key tools in the achievement of these two goals. They are essential to describe, predict and control the complicated interactions of the processes. Numerous control techniques (algorithms and control strategies (structures have been suggested to regulate WWTP; however, it is difficult to make a discerning performance evaluation due to the nonuniformity of the simulated plants used. The main objective of this paper is to present a benchmark of an entire biological wastewater treatment plant in order to evaluate, through simulations, different control techniques. This benchmark plays the role of an activated sludge process used for removal of organic matter and nitrogen from domestic effluents. The development of this simulator is based on models widely accepted by the international community and is implemented in Matlab/Simulink (The MathWorks, Inc. platform. The benchmark considers plant layout and the effects of influent characteristics. It also includes a test protocol for analyzing the open and closed-loop responses of the plant. Examples of control applications in the benchmark are implemented employing conventional PI controllers. The following common control strategies are tested: dissolved oxygen (DO concentration-based control, respirometry-based control and nitrate concentration-based control.

  7. Removal of total and antibiotic resistant bacteria in advanced wastewater treatment by ozonation in combination with different filtering techniques.

    Science.gov (United States)

    Lüddeke, Frauke; Heß, Stefanie; Gallert, Claudia; Winter, Josef; Güde, Hans; Löffler, Herbert

    2015-02-01

    Elimination of bacteria by ozonation in combination with charcoal or slow sand filtration for advanced sewage treatment to improve the quality of treated sewage and to reduce the potential risk for human health of receiving surface waters was investigated in pilot scale at the sewage treatment plant Eriskirch, Baden-Wuerttemberg/Germany. To determine the elimination of sewage bacteria, inflowing and leaving wastewater of different treatment processes was analysed in a culture-based approach for its content of Escherichia coli, enterococci and staphylococci and their resistance against selected antibiotics over a period of 17 month. For enterococci, single species and their antibiotic resistances were identified. In comparison to the established flocculation filtration at Eriskirch, ozonation plus charcoal or sand filtration (pilot-scale) reduced the concentrations of total and antibiotic resistant E. coli, enterococci and staphylococci. However, antibiotic resistant E. coli and staphylococci apparently survived ozone treatment better than antibiotic sensitive strains. Neither vancomycin resistant enterococci nor methicillin resistant Staphylococcus aureus (MRSA) were detected. The decreased percentage of antibiotic resistant enterococci after ozonation may be explained by a different ozone sensitivity of species: Enterococcus faecium and Enterococcus faecalis, which determined the resistance-level, seemed to be more sensitive for ozone than other Enterococcus-species. Overall, ozonation followed by charcoal or sand filtration led to 0.8-1.1 log-units less total and antibiotic resistant E. coli, enterococci and staphylococci, as compared to the respective concentrations in treated sewage by only flocculation filtration. Thus, advanced wastewater treatment by ozonation plus charcoal or sand filtration after common sewage treatment is an effective tool for further elimination of microorganisms from sewage before discharge in surface waters.

  8. Enhanced phosphorus removal in the DAF process by flotation scum recycling for advanced treatment of municipal wastewater.

    Science.gov (United States)

    Kwak, Dong-Heui; Lee, Ki-Cheol

    2015-01-01

    To remove phosphorus (P) from municipal wastewater, various types of advanced treatment processes are being actively applied. However, there is commonly a space limit in municipal wastewater treatment plants (MWTPs). For that reason, the dissolved air flotation (DAF), which is well known for small space and flexible application process, is preferred as an additive process to enhance the removal of P. A series of experiments were conducted to investigate the feasibility of flotation scum recycling for effective P removal from a MWTP using a DAF pilot plant over 1 year. The average increases in the removal efficiencies due to flotation scum recycling were 22.6% for total phosphorus (T-P) and 18.3% for PO4-P. A higher removal efficiency of T-P was induced by recycling the flotation scum because a significant amount of Al components remained in the flotation scum. The increase in T-P removal efficiency, due to the recycling of flotation scum, shifted from the boundary of the stoichiometric precipitate to the equilibrium control region. Flotation scum recycling may contribute to improving the quality of treated water and reducing treatment costs by minimizing the coagulant dosage required.

  9. Advanced treatment of refractory organic pollutants in petrochemical industrial wastewater by bioactive enhanced ponds and wetland system.

    Science.gov (United States)

    Liu, Shuo; Ma, Qiusha; Wang, Baozhen; Wang, Jifu; Zhang, Ying

    2014-05-01

    A large-scale combined ponds-wetland system was applied for advanced treatment of refractory pollutants in petrochemical industrial wastewater. The system was designed to enhance bioactivity and biological diversity, which consisted of anaerobic ponds (APs), facultative ponds (FPs), aerobic pond and wetland. The refractory pollutants in the petrochemical wastewater to be treated were identified as alkanes, chloroalkanes, aromatic hydrocarbons, and olefins, which were significantly degraded and transformed along with the influent flowing through the enhanced bioactive ponds-wetland system. 8 years of recent operational data revealed that the average removal rate of stable chemical oxygen demand (COD) was 42.7 % and that influent COD varied from 92.3 to 195.6 mg/L. Final effluent COD could reach 65.8 mg/L (average). COD removal rates were high in the APs and FPs and accounted for 75 % of the total amount removed. This result indicated that the APs and FPs degraded refractory pollutants through the facilitation of bacteria growth. The changes in the community structures of major microbes were assessed by 16SrDNA-denaturing gradient gel electrophoresis. The same analysis was used to identify the main bacterial function for the removal of refractory pollutants in the APs and FPs. The APs and FPs displayed similar microbial diversities, and some of the identified bacteria degraded and removed refractory pollutants. The overall results proved the applicability, stability, and high efficiency of the ponds-wetland system with enhanced bioactivity in the advanced removal of refractory pollutants from petrochemical industrial wastewater.

  10. Wastewater Treatment in Greenland

    DEFF Research Database (Denmark)

    Gunnarsdottir, Ragnhildur

    treatment in these regions. However, designing, constructing and operating wastewater collection systems in the Arctic is challenging because of e.g. permafrost conditions, hard rock surfaces, freezing, limited quantity of water and high costs of electricity, fuel and transportation, as well as a settlement...... or water saving toilets. This opens up for co-treatment of organic waste fractions. Freezing and thawing has also been recognised as being a cost-effective wastewater treatment method in cold regions. Thus it was chosen to concentrate on the effect of the mentioned processes, namely freezing, anaerobic....... Wastewater contains a variety of substances, including anthropogenic pollutants, residues of pharmaceuticals and personal care products (PPCPs), pathogenic microorganisms and parasites as well as antibiotic resistant bacteria that can be harmful for the environment as well as human health. Due...

  11. The Performance of Advanced Sequencing Batch Reactor in Wastewater Treatment Plant to Remove Organic Materials and Linear Alkyl Benzene Sulfonates

    Directory of Open Access Journals (Sweden)

    Eslami

    2015-07-01

    Full Text Available Background Linear alkyl benzene sulfonates (LAS are the most important ionic detergents that produce negative ions in the environment. These compounds enter surface waters through domestic and industrial wastewaters and cause environmental hazards. Objectives The present study was aimed at assessing the performance of advanced sequencing batch reactor (SBR in wastewater treatment plant of Yazd, Iran, to remove organic materials and detergents. Materials and Methods The present research was a descriptive longitudinal study conducted on 96 input and output samples of SBR system over eight months from October 2012 to June 2013. The studied parameters were biochemical oxygen demand 5 (BOD5, chemical oxygen demand (COD, and detergents (LAS, which were assessed through standard methods. Finally, the study data were analyzed through analysis of variance (ANOVA using software package for statistical analysis (SPSS. Results The mean inputs of BOD5, COD, and LAS to the SBR system were 292.40 ± 45.28, 597.15 ± 97.30, and 3.29 ± 0.92 mg/L, and the mean outputs were 20.59 ± 3.54, 59.34 ± 9.47, and 0.606 ± 0.09 mg/L, respectively. The removal efficiency of BOD5, COD and LAS were respectively 92.95%, 90.06% and 81.6%. The results of ANOVA indicated that there was a significant relationship between the mean inputs and outputs of BOD5, COD, and the detergents (P ≤ 0.001. Conclusions With the proper operation of wastewater the treatment plant and increasing the retention time, the removal efficiency of the detergents increased. In addition, according to the environmental standards for BOD5, COD and the detergents, the results of the present study indicated that the outputs of these parameters from the SBR system were appropriate for agricultural irrigation.

  12. Impacts of backwashing on granular activated carbon filters for advanced wastewater treatment.

    Science.gov (United States)

    Frank, Joshua; Ruhl, Aki Sebastian; Jekel, Martin

    2015-12-15

    The use of granular activated carbon (GAC) in fixed bed filters is a promising option for the removal of organic micropollutants (OMP) from wastewater treatment plant effluents. Frequent backwashing of the filter bed is inevitable, but its effect on potential filter stratification is not well understood yet and thus has been evaluated in the present study for two commercial GAC products. Backwashing of GAC filters was simulated with 10 or 100 filter bed expansions of 20 or 100% at backwash velocities of 12 and 40 m/h, respectively. Five vertical fractions were extracted and revealed a vertical stratification according to grain sizes and material densities. Sieve analyses indicated increasing grain sizes towards the bottom for one GAC while grain sizes of the other GAC were more homogeneously distributed throughout the filter bed. The apparent densities of the top sections were significantly lower than that of the bottom sections of both products. Comparative long term fixed bed adsorption experiments with the top and bottom sections of the stratified GAC showed remarkable differences in breakthrough curves of dissolved organic carbon, UV light absorption at 254 nm wavelength (UVA254) and OMP. GAC from the upper section showed constantly better removal efficiencies than GAC from the bottom section, especially for weakly adsorbing OMP such as sulfamethoxazole. Furthermore correlations between UVA254 reductions and OMP removals were found.

  13. Removal mechanisms for endocrine disrupting compounds (EDCs) in wastewater treatment - physical means, biodegradation, and chemical advanced oxidation: a review.

    Science.gov (United States)

    Liu, Ze-Hua; Kanjo, Yoshinori; Mizutani, Satoshi

    2009-01-01

    Endocrine disrupting compounds (EDCs) are pollutants with estrogenic or androgenic activity at very low concentrations and are emerging as a major concern for water quality. Within the past few decades, more and more target chemicals were monitored as the source of estrogenic or androgenic activity in wastewater, and great endeavors have been done on the removal of EDCs in wastewater. This article reviewed removal of EDCs from three aspects, that is, physical means, biodegradation, and chemical advanced oxidation (CAO).

  14. Microalgal biofilms for wastewater treatment

    NARCIS (Netherlands)

    Boelee, N.C.

    2013-01-01

    The objective of this thesis was to explore the possibilities of using microalgal biofilms for the treatment of municipal wastewater, with a focus on the post-treatment of municipal wastewater effluent. The potential of microalgal biofilms for wastewater treatment was first investigated using a scen

  15. An advanced anaerobic biofilter with effluent recirculation for phenol removal and methane production in treatment of coal gasification wastewater.

    Science.gov (United States)

    Li, Yajie; Tabassum, Salma; Zhang, Zhenjia

    2016-09-01

    An advanced anaerobic biofilter (AF) was introduced for the treatment of coal gasification wastewater (CGW), and effluent recirculation was adopted to enhance phenol removal and methane production. The results indicated that AF was reliable in treating diluted CGW, while its efficiency and stability were seriously reduced when directly treating raw CGW. However, its performance could be greatly enhanced by effluent recirculation. Under optimal effluent recirculation of 0.5 to the influent, concentrations of chemical oxygen demand (COD) and total phenol in the effluent could reach as low as 234.0 and 14.2mg/L, respectively. Also, the rate of methane production reached 169.0mLCH4/L/day. Though CGW seemed to restrain the growth of anaerobic microorganisms, especially methanogens, the inhibition was temporary and reversible, and anaerobic bacteria presented strong tolerance. The activities of methanogens cultivated in CGW could quickly recover on feeding with glucose wastewater (GW). However, the adaptability of anaerobic bacteria to the CGW was very poor and the activity of methanogens could not be improved by long-term domestication. By analysis using the Haldane model, it was further confirmed that high effluent recirculation could result in high activity for hydrolytic bacteria and substrate affinity for toxic matters, but only suitable effluent recirculation could result in high methanogenic activity.

  16. Treatment of electroplating wastewater

    Institute of Scientific and Technical Information of China (English)

    2003-01-01

    To study the feasibility of treated water being used as rinsing water with CP/ED (chemical precipitation/electrodialysis) system, the relation between concentration of Cr (VI) and conductivity of water is investigated, the effect of electrodialysis (ED) for different wastewater is also studied. And several parameters of importance that are relevant to the process are identified. Analysis of ICP (Inductively coupled plasma) and IC (Ion chromatography) shows that the main reason of conductivity increase in CP treated water is the increase of Na+ and Cl- ions. The 93.8%-100% of ions from wastewater both in ED and CP/ED systems was removed successfully. The results of experiments indicate that the CP/ED system is a feasible method for electroplating wastewater treatment, the CP/ED system used as a way of wastwater is not only in favour of environment, but also economic beneficial to achieve.

  17. Comparison of the MBBR denitrification carriers for advanced nitrogen removal of wastewater treatment plant effluent.

    Science.gov (United States)

    Yuan, Quan; Wang, Haiyan; Hang, Qianyu; Deng, Yangfan; Liu, Kai; Li, Chunmei; Zheng, Shengzhi

    2015-09-01

    The moving bed biofilm reactors (MBBRs) were used to remove the residual NO3(-)-N of wastewater treatment plant (WWTP) effluent, and the MBBR carriers for denitrification were compared. The results showed that high denitrification efficiency can be achieved with polyethylene, polypropylene, polyurethane foam, and haydite carriers under following conditions: 7.2 to 8.0 pH, 24 to 26 °C temperature, 12 h hydraulic retention time (HRT), and 25.5 mg L(-1) external methanol dosage, while the WWTP effluent total nitrogen (TN) was between 2.6 and 15.4 mg L(-1) and NO3(-)-N was between 0.2 and 12.6 mg L(-1). The MBBR filled with polyethylene carriers had higher TN and NO3(-)-N removal rate (44.9 ± 19.1 and 83.4 ± 13.0%, respectively) than those with other carriers. The minimum effluent TN and NO3(-)-N of polyethylene MBBR were 1.6 and 0.1 mg L(-1), respectively, and the maximum denitrification rate reached 23.0 g m(-2) day(-1). When chemical oxygen demand (COD)/TN ratio dropped from 6 to 4, the NO3(-)- N and TN removal efficiency decreased significantly in all reactors except for that filled with polyethylene, which indicated that the polyethylene MBBR can resist influent fluctuation much better. The three-dimensional excitation-emission matrix analysis showed that all the influent and effluent of MBBRs contain soluble microbial products (SMPs)-like organics and biochemical oxygen demand (BOD), which can be removed better by MBBRs filled with haydite and polyethylene carriers. The nitrous oxide reductase (nosZ)-based terminal restriction fragment length polymorphism (T-RFLP) analysis suggested that the dominant bacteria in polyethylene MBBR are the key denitrificans.

  18. Effects of advanced treatment of municipal wastewater on the White River near Indianapolis, Indiana; trends in water quality, 1978-86

    Science.gov (United States)

    Crawford, Charles G.; Wangsness, David J.

    1993-01-01

    The City of Indianapolis has constructed state-of-the-art advanced municipal wastewater-treatment systems to enlarge and upgrade the existing secondary-treatment processes at its Belmont and Southport treatment plants. These new advanced-wastewater-treatment plants became operational in 1983. A nonparametric statistical procedure--a modified form of the Wilcoxon-Mann-Whitney rank-sum test--was used to test for trends in time-series water-quality data from four sites on the White River and from the Belmont and Southport wastewater-treatment plants. Time-series data representative of pre-advanced- (1978-1980) and post-advanced- (1983--86) wastewater-treatment conditions were tested for trends, and the results indicate substantial changes in water quality of treated effluent and of the White River downstream from Indianapolis after implementation of advanced wastewater treatment. Water quality from 1981 through 1982 was highly variable due to plant construction. Therefore, this time period was excluded from the analysis. Water quality at sample sites located upstream from the wastewater-treatment plants was relatively constant during the period of study (1978-86). Analysis of data from the two plants and downstream from the plants indicates statistically significant decreasing trends in effluent concentrations of total ammonia, 5-day biochemical-oxygen demand, fecal-coliform bacteria, total phosphate, and total solids at all sites where sufficient data were available for testing. Because of in-plant nitrification, increases in nitrate concentration were statistically significant in the two plants and in the White River. The decrease in ammonia concentrations and 5-day biochemical-oxygen demand in the White River resulted in a statistically significant increasing trend in dissolved-oxygen concentration in the river because of reduced oxygen demand for nitrification and biochemical oxidation processes. Following implementation of advanced wastewater treatment, the

  19. Advanced treatment of oil recovery wastewater from polymer flooding by UV/H2O2/O3 and fine filtration

    Institute of Scientific and Technical Information of China (English)

    REN Guang-meng; SUN De-zhi; Jong Shik CHUNK

    2006-01-01

    In order to purify oil recovery wastewater from polymer flooding (ORWPF) in tertiary oil recovery in oil fields, advanced treatment of UV/H2O2/O3 and fine filtration were investigated. The experimental results showed that polyacrylamide and oil remaining in ORWPF after the conventional treatment process could be effectively removed by UV/H2O2/O3 process. Fine filtration gave a high performance in eliminating suspended solids. The treated ORWPF can meet the quality requirement of the wastewater-bearing polymer injection in oilfield and be safely re-injected into oil reservoirs for oil recovery.

  20. Modeling Nitrogen Losses in Conventional and Advanced Soil-Based Onsite Wastewater Treatment Systems under Current and Changing Climate Conditions.

    Directory of Open Access Journals (Sweden)

    Ivan Morales

    Full Text Available Most of the non-point source nitrogen (N load in rural areas is attributed to onsite wastewater treatment systems (OWTS. Nitrogen compounds cause eutrophication, depleting the oxygen in marine ecosystems. OWTS rely on physical, chemical and biological soil processes to treat wastewater and these processes may be affected by climate change. We simulated the fate and transport of N in different types of OWTS drainfields, or soil treatment areas (STA under current and changing climate scenarios, using 2D/3D HYDRUS software. Experimental data from a mesocosm-scale study, including soil moisture content, and total N, ammonium (NH4+ and nitrate (NO3- concentrations, were used to calibrate the model. A water content-dependent function was used to compute the nitrification and denitrification rates. Three types of drainfields were simulated: (1 a pipe-and-stone (P&S, (2 advanced soil drainfields, pressurized shallow narrow drainfield (PSND and (3 Geomat (GEO, a variation of SND. The model was calibrated with acceptable goodness-of-fit between the observed and measured values. Average root mean square error (RSME ranged from 0.18 and 2.88 mg L-1 for NH4+ and 4.45 mg L-1 to 9.65 mg L-1 for NO3- in all drainfield types. The calibrated model was used to estimate N fluxes for both conventional and advanced STAs under current and changing climate conditions, i.e. increased soil temperature and higher water table. The model computed N losses from nitrification and denitrification differed little from measured losses in all STAs. The modeled N losses occurred mostly as NO3- in water outputs, accounting for more than 82% of N inputs in all drainfields. Losses as N2 were estimated to be 10.4% and 9.7% of total N input concentration for SND and Geo, respectively. The highest N2 losses, 17.6%, were estimated for P&S. Losses as N2 increased to 22%, 37% and 21% under changing climate conditions for Geo, PSND and P&S, respectively. These findings can provide

  1. Modeling Nitrogen Losses in Conventional and Advanced Soil-Based Onsite Wastewater Treatment Systems under Current and Changing Climate Conditions.

    Science.gov (United States)

    Morales, Ivan; Cooper, Jennifer; Amador, José A; Boving, Thomas B

    2016-01-01

    Most of the non-point source nitrogen (N) load in rural areas is attributed to onsite wastewater treatment systems (OWTS). Nitrogen compounds cause eutrophication, depleting the oxygen in marine ecosystems. OWTS rely on physical, chemical and biological soil processes to treat wastewater and these processes may be affected by climate change. We simulated the fate and transport of N in different types of OWTS drainfields, or soil treatment areas (STA) under current and changing climate scenarios, using 2D/3D HYDRUS software. Experimental data from a mesocosm-scale study, including soil moisture content, and total N, ammonium (NH4+) and nitrate (NO3-) concentrations, were used to calibrate the model. A water content-dependent function was used to compute the nitrification and denitrification rates. Three types of drainfields were simulated: (1) a pipe-and-stone (P&S), (2) advanced soil drainfields, pressurized shallow narrow drainfield (PSND) and (3) Geomat (GEO), a variation of SND. The model was calibrated with acceptable goodness-of-fit between the observed and measured values. Average root mean square error (RSME) ranged from 0.18 and 2.88 mg L-1 for NH4+ and 4.45 mg L-1 to 9.65 mg L-1 for NO3- in all drainfield types. The calibrated model was used to estimate N fluxes for both conventional and advanced STAs under current and changing climate conditions, i.e. increased soil temperature and higher water table. The model computed N losses from nitrification and denitrification differed little from measured losses in all STAs. The modeled N losses occurred mostly as NO3- in water outputs, accounting for more than 82% of N inputs in all drainfields. Losses as N2 were estimated to be 10.4% and 9.7% of total N input concentration for SND and Geo, respectively. The highest N2 losses, 17.6%, were estimated for P&S. Losses as N2 increased to 22%, 37% and 21% under changing climate conditions for Geo, PSND and P&S, respectively. These findings can provide practitioners

  2. Recovery of benthic-invertebrate communities in the White River near Indianapolis, Indiana, USA, following implementation of advanced treatment of municipal wastewater

    Science.gov (United States)

    Crawford, Charles G.; Wangsness, David J.

    1992-01-01

    The City of Indianapolis, Indiana, USA, completed construction of advanced-wastewater-treatment systems to enlarge and upgrade existing secondary-treatment processes at the City’s two municipal wastewater-treatment plants in 1983. These plants discharge their effluent to the White River. A study was begun in 1981 to evaluate the effects of municipal wastewater on the quality of the White River near Indianapolis. As part of this study, benthic-invertebrate samples were collected from one riffle upstream and two riffles downstream from the treatment plants annually from 1981 through 1987 (2 times before and 5 times after the plant improvements became operational). Samples were collected during periods of late-summer or early-fall low streamflow with a Surber sampler. Upstream from the wastewater-treatment plants, mayflies and caddisflies were the predominant organisms in the benthic-invertebrate community (from 32 to 93 percent of all organisms; median value is 67 percent) with other insects and mollusks also present. Before implementation of advanced wastewater-treatment, the benthic-invertebrate community downstream from the wastewater treatment plants was predominantly chironomids and oligochaetes (more than 98 percent of all organisms)-organisms that generally are tolerant of organic wastes. Few intolerant species, such as mayflies or caddisflies were found. Following implementation of advanced wastewater treatment, mayflies and caddisflies became numerically dominant in samples collected downstream from the plants. By 1986, these organisms accounted for more than 90 percent of all organisms found at the two downstream sites. The diversity of benthic invertebrates found in these samples resembled that at the upstream site. The improvement in the quality of municipal wastewater effluent resulted in significant improvements in the water quality of the White River downstream from Indianapolis. These changes in river quality, in turn, have resulted in a shift from

  3. Wastewater treatment with algae

    Energy Technology Data Exchange (ETDEWEB)

    Wong Yukshan [Hong Kong Univ. of Science and Technology, Kowloon (China). Research Centre; Tam, N.F.Y. [eds.] [City Univ. of Hong Kong, Kowloon (China). Dept. of Biology and Chemistry

    1998-05-01

    Immobilized algal technology for wastewater treatment purposes. Removal of copper by free and immobilized microalga, Chlorella vulgaris. Biosorption of heavy metals by microalgae in batch and continuous systems. Microalgal removal of organic and inorganic metal species from aqueous solution. Bioaccumulation and biotransformation of arsenic, antimony and bismuth compounds by freshwater algae. Metal ion binding by biomass derived from nonliving algae, lichens, water hyacinth root and spagnum moss. Metal resistance and accumulation in cyanobacteria. (orig.)

  4. A novel advanced oxidation process——wet electrocatalytic oxidation for high concentrated organic wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    DAI QiZhou; ZHOU MingHua; LEI LeCheng; ZHANG Xing Wang

    2007-01-01

    A novel advanced oxidation process-wet electrocatalytic oxidation(WEO)was studied with p-nitrophenol as model pollutant and β-PbO2 electrode as the anode.Compared with the effect of the individual wet air oxidation(WAO)and electrochemical oxidation(EO),the effect of WEO showed synergistic effect on COD removal under the conditions of temperature 160℃,C=1000mg·L-1,PN2=0.50MPa,Po2=0.9 MPa,current density=3 mA·cm-2,Na2SO4 3 g·L-1.And the synergistic factor got the best value of 0.98 within 120 min after 180 min treatment.The synergistic factor was studied after 120 min treatment at 100℃,120℃,140℃and 160℃,and the effect of 120℃was the best with the value of 1.26.Possible mechanism for the synergistic effect was discussed based on the analysis of free-radical generation and intermediates detected by HPLC and GC/MS.

  5. A Discussion on Advanced Wastewater Treatment Process for Sintering Flue Gas Desulfurization Wastewater%烧结湿法烟气脱硫废水深度处理流程探讨

    Institute of Scientific and Technical Information of China (English)

    潘莉; 陈亮; 董进

    2016-01-01

    钢铁企业烧结湿法烟气脱硫废水成分复杂,废水处理典型的工艺流程废水经处理后不能完全达标外排,也不能作为烟气脱硫系统的回用水,探讨烧结湿法烟气脱硫废水深度处理流程,势在必行.%As the composition of sintering wet flue gas desulfurization wastewater in steel enterprises is complicated, the treated wastewater by typical treatment processes cannot fully meet discharge standard, nor can it be used as reuse water in the flue gas desulfuriza-tion system. The necessity of advanced treatment process for sintering flue gas desulfurization wastewater is discussed.

  6. Enriched Oxygen BAC Method in Advanced Treatment of Textile Dyeing-printing & Alkali-peeling Wastewater

    Institute of Scientific and Technical Information of China (English)

    2006-01-01

    A novel Pressurized Enriched Oxygen Biological Activated Carbon (PRBAC) method in treating secondary effluent of textile dying-printing & alkali peeling wastewater was configured. The PRBAC reactor simply increased reactor pressure to create an enriched dissolved oxygen (DO) environment to stimulate the bioactivities of microbes on GAC surface for removing refractory organic matter. Rapid SmallScaled Column Test (RSSCT) was carried out to evaluate the adsorption characteristics of target stream constituents, and over 80% COD components were poorly adsorbable while about 82.5% color inducing matter and 85% UV254 surrogated matter were readily adsorbable. Compared with performances of normal BAC reactor under conventional DO condition, PRBAC achieved 20%, 10% and 50% more removal in COD, color and NH3-N abatement.

  7. Electrokinetic treatment of polluted soil at pilot level coupled to an advanced oxidation process of its wastewater

    Science.gov (United States)

    Ochoa, B.; Ramos, L.; Garibay, A.; Pérez-Corona, M.; Cuevas, M. C.; Cárdenas, J.; Teutli, M.; Bustos, E.

    2016-02-01

    Soil contaminated with hydrocarbons is a current problem of great importance. These contaminants may be toxic, can retain water and block gas exchange with the atmosphere, which produces a poor-quality soil unsuitable for ecological health. Electroremediation is among the treatments for the removal of such contaminants. In this research, a pilot-level electroremediation test was applied using a circular arrangement of electrodes with a Ti cathode at the middle of the cell surrounded by six IrO2-Ta2O5 | Ti anodes. The presence of an NaOH electrolyte helps to develop the electromigration and electro-osmosis of gasoline molecules (at 1126 mg kg-1) surrounded by Na+ ions. The hydrocarbons are directed towards the cathode and subsequently removed in an aqueous Na+ - hydrocarbon solution, and the -OH migrates to the anode. During electrokinetic treatment, the physicochemical characteristics of the soil close to either the cathode or anode and at the half-cell were evaluated during the three weeks of treatment. During that time, more than 80% of hydrocarbons were removed. Hydrocarbons removed by the electrokinetic treatment of gasoline-polluted soil were collected in a central wastewater compartment and subsequently treated with a Fenton-type advanced oxidation process. This achieved more than 70% mineralization of the hydrocarbons to CO2 and H2O within 1.5 h; its low toxicity status was verified using the Deltatox® kit test. With this approach, the residual water complied with the permissible limits of COD, pH, and electrical conductivity for being discharged into water bodies, according to Mexican norm NOM-001-SEMARNAT-1996.

  8. Performance of advanced methods for treatment of wastewater: UV/TiO{sub 2}, RO and UF

    Energy Technology Data Exchange (ETDEWEB)

    Al-Bastaki, N.M. [Department of Chemical Engineering, College of Engineering, University of Bahrain (Bahrain)

    2004-07-01

    Photocatalytic and membrane processes are strong candidates for improving conventional water treatment processes. These advanced treatment methods are capable of removing many pollutant chemicals as well as pathogenic microorganisms. The objective of this work was to study the performance of small scale UV/TiO{sub 2} photocatalytic pilot plant process in treating secondary and tertiary treated effluent from a wastewater treatment plant in Bahrain. The performance was evaluated in terms of the efficiency of removing a chlorine resistant parasite, namely, Strongyloides Stercolaris, in addition to reducing the chemical oxygen demand (COD). The effect of pH and exposure time were considered. The performance of the UV/TiO{sub 2} was compared with small pilot scale ultrafiltration (UF) and reverse osmosis (RO) membrane processes. Treatment of the samples with each of the UV/TiO{sub 2}, UF and RO processes resulted in a complete removal of the Strongyloides Stercolaris parasites. Moreover, the chemical oxygen demand was reduced by about 50, 64 and 86% with each of UV/TiO{sub 2}, UF and RO. The specific power consumption of the UV/TiO{sub 2} process was estimated to be about 4.0 kWh/m{sup 3} for each of UV/TiO{sub 2} and sea water RO (SWRO) and 1.0 kWh/m{sup 3} and 0.9 kWh/m{sup 3} for each of brakish water RO (BWRO) and cross flow UF, respectively. The UV/TiO{sub 2} process produces no waste stream, whereas the RO and UF processes generate waste streams which are concentrated in the microorganisms and suspended organic matter, which result in a disposal problem. (author)

  9. Advanced Wastewater Treatment Engineering-Investigating Membrane Fouling in both Rotational and Static Membrane Bioreactor Systems Using Empirical Modelling.

    Science.gov (United States)

    Paul, Parneet; Jones, Franck Anderson

    2016-01-05

    Advanced wastewater treatment using membranes are popular environmental system processes since they allow reuse and recycling. However, fouling is a key limiting factor and so proprietary systems such as Avanti's RPU-185 Flexidisks membrane bioreactor (MBR) use novel rotating membranes to assist in ameliorating it. In earlier research, this rotating process was studied by creating a simulation model based on first principles and traditional fouling mechanisms. In order to directly compare the potential benefits of this rotational system, this follow-up study was carried out using Avanti's newly developed static (non-rotating) Flexidisks MBR system. The results from operating the static pilot unit were simulated and modelled using the rotational fouling model developed earlier however with rotational switching functions turned off and rotational parameters set to a static mode. The study concluded that a rotating MBR system could increase flux throughput when compared against a similar static system. It is thought that although the slowly rotating spindle induces a weak crossflow shear, it is still able to even out cake build up across the membrane surface, thus reducing the likelihood of localised critical flux being exceeded at the micro level and lessening the potential of rapid trans-membrane pressure increases at the macro level.

  10. Advanced Wastewater Treatment Engineering—Investigating Membrane Fouling in both Rotational and Static Membrane Bioreactor Systems Using Empirical Modelling

    Directory of Open Access Journals (Sweden)

    Parneet Paul

    2016-01-01

    Full Text Available Advanced wastewater treatment using membranes are popular environmental system processes since they allow reuse and recycling. However, fouling is a key limiting factor and so proprietary systems such as Avanti’s RPU-185 Flexidisks membrane bioreactor (MBR use novel rotating membranes to assist in ameliorating it. In earlier research, this rotating process was studied by creating a simulation model based on first principles and traditional fouling mechanisms. In order to directly compare the potential benefits of this rotational system, this follow-up study was carried out using Avanti’s newly developed static (non-rotating Flexidisks MBR system. The results from operating the static pilot unit were simulated and modelled using the rotational fouling model developed earlier however with rotational switching functions turned off and rotational parameters set to a static mode. The study concluded that a rotating MBR system could increase flux throughput when compared against a similar static system. It is thought that although the slowly rotating spindle induces a weak crossflow shear, it is still able to even out cake build up across the membrane surface, thus reducing the likelihood of localised critical flux being exceeded at the micro level and lessening the potential of rapid trans-membrane pressure increases at the macro level.

  11. A novel technology for advanced treatment of ammonium nitrate wastewater%硝酸铵废水深度处理技术

    Institute of Scientific and Technical Information of China (English)

    王方; 王明亚; 王明太

    2012-01-01

    针对目前用电渗析法处理硝酸铵废水的现象,提出以电去离子处理作为硝酸铵废水深度处理,弥补现有电渗析处理的不足,达到硝酸铵废水处理系统“零排放”,做到废水资源化利用,硝酸铵和水全部回收.这种改良型电渗析处理方法,除可使浓水中氨氮的质量分数达10%以上外,系统出水氨氮的质量浓度小于或等于5mg,/L.%In view of the problems existing in the treatment of ammonium nitrate wastewater by electro-dialysis, electrodeionization technology was proposed to be used for the advanced treatment of the said kind of wastewater for the purpose of making up the shortcomings of the electrodialysis, realizing wastewater zero-discharge of the system, achieving resource utilization of wastewater and complete recovery of ammonium nitrate and effluent water. It was indicated that, using the said modified electrodialysis method to treat ammonium nitrate wastewater, the mass fraction of ammonia nitrogen in the concentrated water reached above 10% and the mass concentration of ammonia nitrogen in the effluent water was no higher than 5 mg/L.

  12. Integrated biological and advanced oxidation based treatment of hexamine bearing wastewater: Effect of cow-dung as a co-substrate.

    Science.gov (United States)

    Gupta, Mandeep Kumar; Mittal, Atul K

    2016-05-05

    This work examines the treatment of hexamethylenetetramine (HMT) bearing effluent from N, N-dinitroso pentamethylene tetra-mine producing industrial plants in India. Chemical treatment using Fenton's reagent and aerobic treatment using batch reactors with co-substrate were investigated. Aerobic batch reactors integrated with advanced oxidation process of Fenton's reagent provides effective treatment of HMT effluents. Influence of Fenton's reagent dose reaction/contact and effect of varying co-substrate with effluent initial concentration was observed. Higher dose 100 mL of Fenton's reagent with higher reaction time 20 h resulted better degradation (34.88%) of wastewater. HMT hydrolyzes in acidic environment to ammonia and formaldehyde. Formaldehyde under normal conditions is toxic for biological treatment processes. When hydrolysis and acidification in the reactors are accompanied by low pH, aerobic batch reactors with use of co-substrates glucose, sucrose, and cow-dung extract separately in different proportion to wastewater ranging from 0.67 to 4.00, degraded wastewater effectively. Higher proportion of co-substrate to wastewater resulted better degradation. The relationships between nitrate, pH, turbidity and COD are discussed.

  13. Advanced Treatment of Cold-rolling Wastewater from Laiwu Steel Group and Reuse Engineering%冷轧废水深度处理及回用工程

    Institute of Scientific and Technical Information of China (English)

    张金平; 周欢; 张章; 赵文禹

    2012-01-01

    将冷轧过程产生的含油废水、脱脂平整废水、酸碱废水、生活污水、循环水排污水分流处理后收集,采用电催化氧化/MBR/反渗透进行深度处理并回用,处理水量为50 m3/h.工程实践表明,在实施有效预处理的条件下,出水水质优于《钢铁工业给水排水设计手册》中工业新水水质指标,废水处理成本为3.47元/m3,出水全部回用到循环水系统中,可节约工业新水消耗量为17×104 m3/a.%After the oily wastewater, degreasing leveling wastewater, acid-base wastewater, sewage and circulating water discharge produced during cold-rolling are respectively treated and collected, the combined process of electric catalytic oxidation, MBR and RO is used for advanced treatment and reuse. The treatment capacity is 50 mVh. The engineering practice shows that after the effective pretreat-ment, the effluent quality from the advanced treatment is better than the industrial new water quality index in Design Manual for Steel Industrial Water Supply and Wastewater. The wastewater treatment cost is 3.47 yuan/ra3, all the effluent is reused in the circulating water system, and the industrial new water consumption of 17 × 104 mVa is saved.

  14. Physico-chemical wastewater treatment

    NARCIS (Netherlands)

    Mels, A.R.; Teerikangas, E.

    2002-01-01

    Wastewater reclamation strategies aimed at closing industrial water cycles and recovery of valuable components will in most cases require a combination of wastewater treatment unit operations. Biological unit operations are commonly applied as the core treatment. In addition, physico-chemical unit o

  15. Effect of carbon source on biomass growth and nutrients removal of Scenedesmus obliquus for wastewater advanced treatment and lipid production.

    Science.gov (United States)

    Shen, Qiao-Hui; Jiang, Jia-Wei; Chen, Li-Ping; Cheng, Li-Hua; Xu, Xin-Hua; Chen, Huan-Lin

    2015-08-01

    The combination of tertiary wastewater treatment and microalgal lipid production is considered to be a promising approach to water eutrophication as well as energy crisis. To intensify wastewater treatment and microalgal biofuel production, the effect of organic and inorganic carbon on algal growth and nutrient removal of Scenedesmus obliquus were examined by varying TOC (total organic carbon) concentrations of 20-120mgL(-1) in wastewater and feeding CO2 concentrations in the range of 0.03-15%, respectively. The results showed that the maximal biomass and average lipid productivity were 577.6 and 16.7mgL(-1)d(-1) with 5% CO2 aeration. The total nitrogen, total phosphorus and TOC removal efficiencies were 97.8%, 95.6% and 59.1% respectively within 6days when cultured with real secondary municipal wastewater. This work further showed that S. obliquus could be utilized for simultaneous organic pollutants reduction, N, P removal and lipid accumulation.

  16. 分散式污水处理技术研究进展%Advances of Decentralized Wastewater Treatment Technologies

    Institute of Scientific and Technical Information of China (English)

    王阳; 石玉敏

    2015-01-01

    The rate of wastewater treatment was only 3%among 580 000 villages of China in 2008 and only reached 8%in 2012.The total amount of untreated decentralized wastewater was as 1.5 times as centralized sewage treatment in the cities and counties.Therefore, the environmental pollution problem of decentralized wastewater has become more and more serious and needs urgently to resolve.The concept and components of decentralized wastewater treatment were described and it was pointed out that biological treatment was mainly used for decentralized wastewater treatment.The research developments, principles and advantages and disadvantages of various wastewater treatment technologies were analyzed from 3 aspects of anaerobic, aerobic and natural biological treatment.Wetland, stabilization pond, earthworm eco-filter, eco-toilets and other natural biological treatment technologies have many advantages with low construction cost, low environmental impact, being suitable for local conditions and flexible, etc, and have become new, economical, environmental friendly and dominant technologies for decentralized wastewater treatment. Finally the research direction of decentralized wastewater treatment technologies was put forward.%2008年我国58万个自然村中污水处理率仅为3%,2012年也仅达8%,未处理的污水总量是城市和县城采用集中式污水处理总量的1.5倍,分散式污水污染控制成为亟待解决的环境问题。阐述了分散式污水处理的概念和系统组成,指出分散式污水处理主要采用生物处理技术。从厌氧生物处理、好氧生物处理和自然生物处理3个方面分析了各种分散式污水处理技术的研究进展、技术原理及优缺点,其中人工湿地、稳定塘、浮床、蚯蚓生态滤池、生态厕所等自然生物处理技术,具有建设费用低、环境影响小、因地制宜、灵活多样等优点,已成为新型、经济、环保的分散式污水处理主导技术

  17. Performance evaluation of different solar advanced oxidation processes applied to the treatment of a real textile dyeing wastewater.

    Science.gov (United States)

    Manenti, Diego R; Soares, Petrick A; Silva, Tânia F C V; Módenes, Aparecido N; Espinoza-Quiñones, Fernando R; Bergamasco, Rosângela; Boaventura, Rui A R; Vilar, Vítor J P

    2015-01-01

    The performance of different solar-driven advanced oxidation processes (AOPs), such as TiO2/UV, TiO2/H2O2/UV, and Fe(2+)/H2O2/UV-visible in the treatment of a real textile effluent using a pilot plant with compound parabolic collectors (CPCs), was investigated. The influence of the main photo-Fenton reaction variables such as iron concentration (20-100 mg Fe(2+) L(-1)), pH (2.4-4.5), temperature (10-50 °C), and irradiance (22-68 WUV m(-2)) was evaluated in a lab-scale prototype using artificial solar radiation. The real textile wastewater presented a beige color, with a maximum absorbance peak at 641 nm, alkaline pH (8.1), moderate organic content (dissolved organic carbon (DOC) = 129 mg C L(-1) and chemical oxygen demand (COD) = 496 mg O2 L(-1)), and high conductivity mainly associated to the high concentration of chloride (1.1 g Cl(-) L(-1)), sulfate (0.4 g SO 4 (2 -) L(- 1)), and sodium (1.2 g Na(+) L(-1)) ions. Although all the processes tested contributed to complete decolorization and effective mineralization, the most efficient process was the solar photo-Fenton with an optimum catalyst concentration of 60 mg Fe(2+) L(-1), leading to 70 % mineralization (DOCfinal = 41 mg C L(-1); CODfinal UV energy dose of 3.5 kJUV L(-1) (t 30 W = 22.4 min; [Formula: see text]; [Formula: see text]) and consuming 18.5 mM of H2O2.

  18. Wastewater treatment by flotation

    Directory of Open Access Journals (Sweden)

    F.P. Puget

    2000-12-01

    Full Text Available This work deals with the performance analysis of a separation set-up characterized by the ejector-hydrocyclone association, applied in the treatment of a synthetic dairy wastewater effluent. The results obtained were compared with the results from a flotation column (cylindrical body of a hydrocyclone operated both batch and continuously. As far as the experimental set-up studied in this work and the operating conditions imposed to the process, it is possible to reach a 25% decrease in the total effluent chemical oxygen demand (COD. This corresponds approximately to 60% of the COD of the material in suspension. The best results are obtained for ratios air flow rate-feed flow rate (Qair/Q L greater then 0.15 and for ratios underflow rate-overflow rate (Qu/Qo lower than 1.0.

  19. Transformation products and reaction kinetics of fragrances in advanced wastewater treatment with ozone

    DEFF Research Database (Denmark)

    Janzen, Niklas; Dopp, Elke; Hesse, Julia

    2011-01-01

    ) ethanone (musk ketone/MK), and 1-(2,3,8,8-tetramethyl-1,3,4,5,6,7-hexahydronaphthalen-2-yl)ethanone (OTNE) with ozone in tap water as well as waste water treatment plant (WWTP) effluents is described. Several transformation products are characterized by means of gas chromatography coupled to mass...... spectrometry. One transformation product (HHCB-Lactone) was confirmed by means of a true standard. Musk xylene and musk ketone do not react with ozone under the conditions used in this study. AHTN and HHCB reacted slowly to a multitude of transformation products, while OTNE reacted quickly to several stable...

  20. Advanced Treatment of Wastewater from UASB Reactor by Microfiltration Membrane Associated With Disinfection by Ultraviolet Radiation

    Directory of Open Access Journals (Sweden)

    André Aguiar Battistelli

    2016-03-01

    Full Text Available The low efficiency of UASB bioreactors, regarding the removal of nutrient, organic matter and pathogens, makes it necessary to carry out a post treatment, in order to improve the quality of the effluent. Accordingly, this research has examined the use of microfiltration associated to the disinfection by the ultraviolet radiation, as an option to this post treatment. For so, were collected samples of UASB reactors’ effluent, in order to carry out some tests on a pilot microfiltration system, using in one of the samples pre-coagulation with vegetable tannin. After, all the microfiltrated samples were inserted in a UV reactor, applying different radiation doses, ranging from 43.8 to 194.9 mWs.cm-2, to simulate the disinfection. The system used showed good results in terms of turbidity removal, apparent color, true color, phosphorus, nitrogen, total solids, total suspended solids and COD, reaching in the best operating condition, the following values: 1.90 uT, 15 uC, 10 uC, 0.94 mg/L, 17.64 mg/L, 123 mg/L, 0 mg/L and 10 mg/L, respectively, which represent the following removal percentages: 91.3%, 93.6%, 82.0%, 55.1%, 26.3%, 35% and 86.1%. The inactivation obtained for E. coli, total coliforms, colifagos and Clostridium perfrigens was satisfactory, achieving a higher inactivation than the detection limit of the method used, when submitted to the highests tested radiation doses. The average permeate flux ranged from 55.2 to 133.6 L.m-2.h-1.

  1. Nutrient Removal in Wastewater Treatment

    Science.gov (United States)

    Shah, Kanti L.

    1973-01-01

    Discusses the sources and effects of nutrients in wastewater, and the methods of their removal in wastewater treatment. In order to conserve water resources and eliminate the cost of nutrient removal, treated effluent should be used wherever possible for irrigation, since it contains all the ingredients for proper plant growth. (JR)

  2. Effects of advanced treatment of municipal wastewater on the white river near Indianapolis, Indiana: Trends in water quality, 1978-86. Geological Survey water supply paper

    Energy Technology Data Exchange (ETDEWEB)

    Crawford, C.G.; Wangsness, D.J.

    1994-01-01

    The report describes changes in the water quality of the White River that occurred after the implementation of Advanced Wastwater Treatment (AWT). The report includes analyses of data collected from three locations on the White River between 1978 and 1986 by the City of Indianapolis, Department of Public Works, and by the USGS and data from one location on the White River collected by the Indiana State Board of Health between 1958 and 1986. The report also includes analyses of daily effluent data from the Belmont and Southport municipal wastewater-treatment plants from 1978 through 1986.

  3. Aquatic Plants and Wastewater Treatment (an Overview)

    Science.gov (United States)

    Wolverton, B. C.

    1986-01-01

    The technology for using water hyacinth to upgrade domestic sewage effluent from lagoons and other wastewater treatment facilities to secondary and advanced secondary standards has been sufficiently developed to be used where the climate is warm year round. The technology of using emergent plants such as bulrush combined with duckweed is also sufficiently developed to make this a viable wastewater treatment alternative. This system is suited for both temperate and semi-tropical areas found throughout most of the U.S. The newest technology in artificial marsh wastewater treatment involves the use of emergent plant roots in conjunction with high surface area rock filters. Smaller land areas are required for these systems because of the increased concentration of microorganisms associated with the rock and plant root surfaces. Approximately 75 percent less land area is required for the plant-rock system than is required for a strict artificial wetland to achieve the same level of treatment.

  4. Integration of biofiltration and advanced oxidation processes for tertiary treatment of an oil refinery wastewater aiming at water reuse.

    Science.gov (United States)

    Nogueira, A A; Bassin, J P; Cerqueira, A C; Dezotti, M

    2016-05-01

    The combination of biological and chemical oxidation processes is an interesting approach to remove ready, poor, and non-biodegradable compounds from complex industrial wastewaters. In this study, biofiltration followed by H2O2/UV oxidation (or microfiltration) and final reverse osmosis (RO) step was employed for tertiary treatment of an oil refinery wastewater. Biofiltration alone allowed obtaining total organic carbon (TOC), chemical oxygen demand (COD), UV absorbance at 254 nm (UV254), ammonium, and turbidity removal of around 46, 46, 23, 50, and 61 %, respectively. After the combined biological-chemical oxidation treatment, TOC and UV254 removal amounted to 88 and 79 %, respectively. Whereas, the treatment performance achieved with different UV lamp powers (55 and 95 W) and therefore distinct irradiance levels (26.8 and 46.3 mW/cm(2), respectively) were very similar and TOC and UV254 removal rates were highly affected by the applied C/H2O2 ratio. Silt density index (SDI) was effectively reduced by H2O2/UV oxidation, favoring further RO application. C/H2O2 ratio of 1:4, 55 W UV lamp, and 20-min oxidation reaction corresponded to the experimental condition which provided the best cost/benefit ratio for TOC, UV254, and SDI reduction from the biofilter effluent. The array of treatment processes proposed in this study has shown to be adequate for tertiary treatment of the oil refinery wastewater, ensuring the mitigation of membrane fouling problems and producing a final effluent which is suitable for reuse applications.

  5. Advanced Treatment of Coking Wastewater with Practical Photocatalytic Oxidation Wastewater Treatment Device%实用型光催化氧化水处理器深度处理焦化废水

    Institute of Scientific and Technical Information of China (English)

    刘猛; 魏宏斌; 邹平; 陈良才; 曾敏福

    2013-01-01

    One of the keys to promote photocatalytic oxidation technique is to solve the separation problem of photocatalyst and effluent. The continuous real-time separation type photocatalytic reactor, a new-style practical photocatalytic wastewater treatment device, was feasible for advanced treatment of coking wastewater under appropriate reaction time, TiO2 dosage, irradiation intensity and initial pH. Then, a study on the effect of advanced treatment of coking wastewater with enhanced photocatalytic oxidation by H2O2 or Fenton reagent as oxidant was carried out. The results showed that adding H2O2 or Fenton reagent into the UV/TiO2 oxidation system could markedly improve the removal rates of COD and color. Under the optimal reaction conditions, oxidation systems listed in order of their photocatalytic oxidation rates were: UV/TiO2/Fenton >UV/TiO2/H2O2 > UV/TiO2.%解决光催化剂与废水的即时分离问题是光催化氧化技术走向实际的关键之一.采用新型的实用型光催化水处理器——连续流即时分离型光催化反应器深度处理焦化废水,发现在适宜的反应时间、TiO2投加量、光辐照强度和初始pH值下是完全可行的.然后在此基础上选用H2O2和Fenton试剂为外加氧化剂,研究了氧化剂强化光催化深度处理焦化废水的效果.结果表明,在UV/TiO2氧化体系中投加H2O2或Fenton氧化剂,可显著提高光催化氧化对COD和色度的去除率;在最佳反应条件下,不同氧化体系对焦化废水的深度处理效果排序为:UV/TiO2/Fenton>UV/TiO2/H2O2>UV/TiO2.

  6. Applicability of Advanced Oxidation Processes to wastewater treatment from different industrial sectors; Aplicacion de procesos de oxidacion avanzada al tratamiento de efluentes de diferentes sectores industriales

    Energy Technology Data Exchange (ETDEWEB)

    Urkiaga Guinea, A.; Gomex Resa, L.; Gutierrez Ruiz, M.; Fuentes de las Intxausti, L.

    2000-07-01

    The treatment of wastewater polluted with toxic and/or hardly biodegradable compounds by Advanced Oxidation Processes (AOPs) appears as an adequate and highly promising method for this purpose in a short term. Amongst the processes with higher potential out stands photo-oxidation in its two varieties: photolysis and both homogeneous (UV-H{sub 2}O{sub 2}, photoFenton, UV-O{sub 3}...) and heterogeneous (UV-TiO{sub 2}...) photocatalysis. In the present work the results obtained in GAIKER after the application of different types of AOPs (photolysis, both homogeneous and heterogeneous photocatalysis and ozonization) to four industrial wastewaters coming from three different industrial sectors (organic synthesis, phenolic resins manufacturing and rubber pieces production) are described. (Author) 17 refs.

  7. Engineering Example of Advanced Treatment of Cassava Alcohol Wastewater%木薯酒精废水的深度处理工程实例

    Institute of Scientific and Technical Information of China (English)

    夏晨娇; 周宗远; 何锐

    2016-01-01

    For a company's emission of cassava ethanol wastewater, the comprehensive treatment process of "high temperature anaerobic&secondary intermediate temperature anaerobic&aerobic&air flotation"was used. With the increase of the discharge requirements, now"fenton oxidation&coagulation sedimentation"advanced treatment process was introduced. Engineering practice showed that the advanced treatment technique could significantly reduce the cassava alcohol wastewater's non-biodegradable pollutants content and total phosphorus content. The effluent quality could meet the takeover standard of wastewater treatment plant in local economic development zone (ρ(COD)≤500 mg/L,ρ(TP)≤3 mg/L).And this process had the advantages of good treatment effect, easy to operate and so.%针对某公司排放的木薯酒精废水,原采用“一级高温厌氧+二级中温厌氧+好氧+气浮”综合处理工艺,随着排放要求的提高,现增加“芬顿氧化+混凝沉淀”深度处理工艺。工程实践表明,该深度处理工艺可大幅降低木薯酒精废水中不可生化降解的污染物含量和TP含量,出水水质达到当地经济开发区污水处理厂的接管标准(ρ(COD)≤500 mg/L,ρ(TP)≤3 mg/L),具有处理效果好、运行操作简便等优点。

  8. The feasibility of using combined TiO2 photocatalysis oxidation and MBBR process for advanced treatment of biologically pretreated coal gasification wastewater.

    Science.gov (United States)

    Xu, Peng; Han, Hongjun; Hou, Baolin; Zhuang, Haifeng; Jia, Shengyong; Wang, Dexin; Li, Kun; Zhao, Qian

    2015-01-01

    The study examined the feasibility of using combined heterogeneous photocatalysis oxidation (HPO) and moving bed biofilm reactor (MBBR) process for advanced treatment of biologically pretreated coal gasification wastewater (CGW). The results indicated that the TOC removal efficiency was significantly improved in HPO. Gas chromatography-mass spectrometry (GC-MS) analysis indicated that the HPO could be employed to eliminate bio-refractory and toxic compounds. Meanwhile, the BOD5/COD of the raw wastewater was increased from 0.08 to 0.49. Furthermore, in the integration of TiO2 photocatalysis oxidation and MBBR process, the effluent of COD, BOD5, TOC, NH4(+)-N and TN were 22.1 mg/L, 1.1 mg/L, 11.8 mg/L, 4.1mg/L and 13.7 mg/L, respectively, which all met class-I criteria of the Integrated Wastewater Discharge Standard (GB18918-2002, China). The total operating cost was 2.8CNY/t. Therefore, there is great potential for the combined system in engineering applications as a final treatment for biologically pretreated CGW.

  9. MBR深度处理农药工艺废水的应用%Application of MBR Technology in the Advanced Treatment of Wastewater from Pesticide Production

    Institute of Scientific and Technical Information of China (English)

    李嘉俊

    2016-01-01

    Pretreatment and MBR technology were applied in the treatment of wastewater from pyrethroids pesticide production. Through the advanced treatment, COD of the final effluent was 28 mg/L, P ( NH3-N) was 0. 1 mg/L and SS was 0. 08 mg/L, which came up the primary standard of integrated discharge of the wastewater. The MBR advanced treatment system was run more than two months, and its operation was stabled, and indexes of the final effluent met the requirements of the recovered reusing water. The cost of recovered reusing water, which produced by the pretreatment and MBR technology applied in the treatment of wastewater and were used as the filling water of water cooling system in screw compression refrigeration unit, was 1. 79 yuan/ton, and it was less than the current water fee (2. 2 yuan/ton) .%采用预处理-超滤膜工艺深度处理某农药化工厂拟除虫菊酯类农药生产工艺废水。经过深度处理出水 COD 为28 mg/L, P( NH3-N)为0.1 mg/L, SS为0.08 mg/L,完全达到污水综合排放一级标准要求。 MBR深度处理系统连续运行两个月以上,运行过程稳定,出水水质检测合符回用要求。采用预处理-超滤膜工艺产水回用于螺杆压缩制冷机组水冷却系统补水的成本为每吨产水1.79元,低于现行的自来水每吨2.2元的费用。

  10. Advanced treatment of biologically pretreated coal gasification wastewater by a novel integration of three-dimensional catalytic electro-Fenton and membrane bioreactor.

    Science.gov (United States)

    Jia, Shengyong; Han, Hongjun; Hou, Baolin; Zhuang, Haifeng

    2015-12-01

    Laboratorial scale experiments were conducted to investigate a novel system three-dimensional catalytic electro-Fenton (3DCEF, catalyst of sewage sludge based activated carbon which loaded Fe3O4) integrating with membrane bioreactor (3DCEF-MBR) on advanced treatment of biologically pretreated coal gasification wastewater. The results indicated that 3DCEF-MBR represented high efficiencies in eliminating COD and total organic carbon, giving the maximum removal efficiencies of 80% and 75%, respectively. The integrated 3DCEF-MBR system significantly reduced the transmembrane pressure, giving 35% lower than conventional MBR after 30 days operation. The enhanced hydroxyl radical oxidation and bacteria self repair function were the mechanisms for 3DCEF-MBR performance. Therefore, the integrated 3DCEF-MBR was expected to be the promising technology for advanced treatment in engineering applications.

  11. Weighing environmental advantages and disadvantages of advanced wastewater treatment of micro-pollutants using environmental life cycle assessment

    DEFF Research Database (Denmark)

    Wenzel, Henrik; Larsen, Henrik Fred; Clauson-Kaas, Jes;

    2007-01-01

    -off was investigated using Life Cycle Assessment (LCA) methodology and based on a literature review of advanced treatment performance. The LCA evaluation comprised sand filtration, ozonation and MBRs and assessed the effect of extending existing tertiary treatment with these technologies on a variety of micro...

  12. 高级氧化技术在水处理中的研究进展%RESEARCH PROCESS OF ADVANCED OXIDATION PROCESSES IN WASTEWATER TREATMENT

    Institute of Scientific and Technical Information of China (English)

    江传春; 肖蓉蓉; 杨平

    2011-01-01

    Advanced oxidation processes can effectively treat industrial wastewater of high density,high toxicity and poor biodegradability.The basic principle of advanced oxidation technologies was reviewed.The research process in recent years for wastewater treatment by Fenton.photo-catalytic oxi-dation,ozone oxidation,ultrasonic oxidation,wet oxidation and supercritical water oxidation,was summarized.The advantages and shortcomings in practice of each advanced oxidation technology were researched into.and the main development direction in future of them were also pointed out.%高级氧化技术对高浓度、高毒性、可生化性差的工业废水具有很好的降解效果.介绍了高级氧化技术的机理,综述了Fenton氧化法、光催化氧化法、臭氧氧化法、超声氧化法、湿式氧化法和超临界水氧化法在水处理领域的研究进展和应用,探讨了各种高级氧化技术在实践应用中的优势和缺陷,并指出其今后的主要发展方向.

  13. Assessment of airborne bacteria and noroviruses in air emission from a new highly-advanced hospital wastewater treatment plant

    DEFF Research Database (Denmark)

    Uhrbrand, Katrine; Schultz, Anna Charlotte; Koivisto, A. J.

    2017-01-01

    wastewater treatment technologies. Air particle measurements and sampling of inhalable bacteria, endotoxin and noroviruses (NoVs) were performed indoor at the WWTP and outside at the WWTP ventilation air exhaust, downwind of the air exhaust, and upwind of the WWTP. No significant differences were seen....... In total, 35 different bacterial genera and 64 bacterial species were identified in the air samples. Significantly higher genus and species richness was found with an Andersen Cascade Impactor compared with filter-based sampling. No pathogenic bacteria were found in the exhaust air. Streptomyces...... to pose a health risk to surroundings. Hence, we assess the risk of airborne exposure to pathogenic bacteria and NoVs from the WWTP air emission to surroundings to be negligible. However, as a slightly higher NoV concentration was detected inside the WWTP, we cannot exclude the possibility that exposure...

  14. Biological wastewater treatment in brewhouses

    Directory of Open Access Journals (Sweden)

    Voronov Yuriy Viktorovich

    2014-03-01

    Full Text Available In the article the working principles of wastewater biological treatment for food companies is reviewed, including dairies and breweries, the waters of which are highly concentrated with dissolved organic contaminants and suspended solids. An example of successful implementation is anaerobic-aerobic treatment plants. Implementation of these treatment plants can achieve the required wastewater treatment at the lowest operational expenses and low volumes of secondary waste generated. Waste water from the food companies have high concentration of various organic contaminants (fats, proteins, starch, sugar, etc.. For such wastewater, high rates of suspended solids, grease and other contaminants are characteristic. Wastewater food industry requires effective purification flowsheets using biological treatment facilities. At the moment methods for the anaerobic-aerobic purification are applied. One of such methods is the treatment of wastewater at ASB-reactor (methane reactor and the further tertiary treatment on the OSB-reactor (aeration. Anaerobic process means water treatment processes in anoxic conditions. The anaerobic treatment of organic contamination is based on the process of methane fermentation - the process of converting substances to biogas. The role of biological effluent treatment is discussed with special attention given to combined anaerobic/aerobic treatment. Combining anaerobic pre-treatment with aerobic post-treatment integrates the advantages of both processes, amongst which there are reduced energy consumption (net energy production, reduced biological sludge production and limited space requirements. This combination allows for significant savings for operational costs as compared to complete aerobic treatment without compromising the required discharge standards. Anaerobic treatment is a proven and energy efficient method to treat industrial wastewater effluents. These days, more and more emphasis is laid on low energy use, a

  15. Production of demineralized water for use in thermal power stations by advanced treatment of secondary wastewater effluent.

    Science.gov (United States)

    Katsoyiannis, Ioannis A; Gkotsis, Petros; Castellana, Massimo; Cartechini, Fabricio; Zouboulis, Anastasios I

    2017-04-01

    The operation and efficiency of a modern, high-tech industrial full-scale water treatment plant was investigated in the present study. The treated water was used for the supply of the boilers, producing steam to feed the steam turbine of the power station. The inlet water was the effluent of municipal wastewater treatment plant of the city of Bari (Italy). The treatment stages comprised (1) coagulation, using ferric chloride, (2) lime softening, (3) powdered activated carbon, all dosed in a sedimentation tank. The treated water was thereafter subjected to dual-media filtration, followed by ultra-filtration (UF). The outlet of UF was subsequently treated by reverse osmosis (RO) and finally by ion exchange (IX). The inlet water had total organic carbon (TOC) concentration 10-12 mg/L, turbidity 10-15 NTU and conductivity 3500-4500 μS/cm. The final demineralized water had TOC less than 0.2 mg/L, turbidity less than 0.1 NTU and conductivity 0.055-0.070 μS/cm. Organic matter fractionation showed that most of the final DOC concentration consisted of low molecular weight neutral compounds, while other compounds such as humic acids or building blocks were completely removed. It is notable that this plant was operating under "Zero Liquid Discharge" conditions, implementing treatment of any generated liquid waste.

  16. ADVANCED OXIDATION PROCESSES FOR FOOD INDUSTRIAL WASTEWATER DECONTAMINATION

    Directory of Open Access Journals (Sweden)

    Dorota Krzemińska

    2015-02-01

    Full Text Available High organic matter content is a basic problem in food industry wastewaters. Typically, the amount and composition of the effluent varies considerably. In the article four groups of advanced processes and their combination of food industry wastewater treatment have been reviewed: electrochemical oxidation (EC, Fenton’s process, ozonation of water and photocatalytic processes. All advanced oxidation processes (AOP`s are characterized by a common chemical feature: the capability of exploiting high reactivity of HO• radicals in driving oxidation processes which are suitable for achieving decolonization and odour reduction, and the complete mineralization or increase of bioavailability of recalcitrant organic pollutants.

  17. Wastewater Treatment and Reuse: Past, Present, and Future

    Directory of Open Access Journals (Sweden)

    Andreas N. Angelakis

    2015-09-01

    Full Text Available This paper provides an overview of the Special Issue on Wastewater Treatment and Reuse: Past, Present, and Future. The papers selected for publication include advanced wastewater treatment and monitoring technologies, such as membrane bioreactors, electrochemical systems; denitrifying biofilters, and disinfection technologies. The Issue also contains articles related to best management practices of biosolids, the influence of organic matter on pathogen inactivation and nutrient removal. Collectively, the Special Issue presents an evolution of technologies, from conventional through advanced, for reliable and sustainable wastewater treatment and reuse.

  18. Advanced treatment of urban wastewater by UV radiation: Effect on antibiotics and antibiotic-resistant E. coli strains.

    Science.gov (United States)

    Rizzo, Luigi; Fiorentino, Antonino; Anselmo, Antonella

    2013-06-01

    Urban wastewater treatment plant (UWWTP) effluents are among the possible sources of antibiotics and antibiotic-resistant bacteria (ARB) spread into the environment. In this work, the effect of UV radiation on antibiotic-resistant Escherichia coli (E. coli) strains was compared with that of chlorination process. Under the investigated conditions, UV disinfection process resulted in a total inactivation after 60min of irradiation (1.25×10(4)μWscm(-2)) compared to 120min chlorine contact time (initial chlorine dose of 2mgL(-1)). Moreover, no change in E. coli strains' resistance to amoxicillin (AMX) (minimum inhibiting concentration (MIC)>256mgL(-1)) and sulfamethoxazole (SMZ) (MIC>1024mgL(-1)) could be observed after UV treatment, while the treatment affected resistance of the lower resistance strain to ciprofloxacin (CPX) (MIC decreased by 33% and 50% after 60 and 120min, respectively). Contrarily, chlorination process did not affect antibiotic resistance of the investigated E. coli strains. Finally, the effect of UV radiation on the mixture of three antibiotics was also investigated and photodegradation data fit quite well pseudo first order kinetic models with t1/2 values of 14, 20 and 25min for CPX, AMX and SMZ, respectively. According to these results, conventional disinfection processes may not be effective in the inactivation of ARB, and the simultaneous release of ARB and antibiotics at sub-lethal concentrations into UWWTP effluent may promote the development of resistance among bacteria in receiving water.

  19. Weighing environmental advantages and disadvantages of advanced wastewater treatment of micro-pollutants using environmental life cycle assessment

    DEFF Research Database (Denmark)

    Wenzel, Henrik; Larsen, Henrik Fred; Clauson-Kaas, Jes

    2008-01-01

    -pollutants being: heavy metals (Cd, Pb, Ni), endocrine disruptors (E2 and EE2), PAH, DEHP, and detergents (LAS & NPE). It was found, in some of the studied scenarios, that more environmental impact may be induced than removed by the advanced treatment. The study showed that for the 3 technologies, sand filtration...

  20. Weighing environmental advantages and disadvantages of advanced wastewater treatment of micro-pollutants using environmental life cycle assessment

    DEFF Research Database (Denmark)

    Wenzel, Henrik; Larsen, Henrik Fred; Clauson-Kaas, Jes

    2007-01-01

    -pollutants being: heavy metals (Cd, Pb, Ni), endocrine disruptors (E2 and EE2), PAH, DEHP, and detergents (LAS & NPE). It was found, in some of the studied scenarios, that more environmental impact may be induced than removed by the advanced treatment. The study showed that for the 3 technologies, sand filtration...

  1. Combination of granular activated carbon adsorption and deep-bed filtration as a single advanced wastewater treatment step for organic micropollutant and phosphorus removal.

    Science.gov (United States)

    Altmann, Johannes; Rehfeld, Daniel; Träder, Kai; Sperlich, Alexander; Jekel, Martin

    2016-04-01

    Adsorption onto granular activated carbon (GAC) is an established technology in water and advanced wastewater treatment for the removal of organic substances from the liquid phase. Besides adsorption, the removal of particulate matter by filtration and biodegradation of organic substances in GAC contactors has frequently been reported. The application of GAC as both adsorbent for organic micropollutant (OMP) removal and filter medium for solids retention in tertiary wastewater filtration represents an energy- and space saving option, but has rarely been considered because high dissolved organic carbon (DOC) and suspended solids concentrations in the influent of the GAC adsorber put a significant burden on this integrated treatment step and might result in frequent backwashing and unsatisfactory filtration efficiency. This pilot-scale study investigates the combination of GAC adsorption and deep-bed filtration with coagulation as a single advanced treatment step for simultaneous removal of OMPs and phosphorus from secondary effluent. GAC was assessed as upper filter layer in dual-media downflow filtration and as mono-media upflow filter with regard to filtration performance and OMP removal. Both filtration concepts effectively removed suspended solids and phosphorus, achieving effluent concentrations of 0.1 mg/L TP and 1 mg/L TSS, respectively. Analysis of grain size distribution and head loss within the filter bed showed that considerable head loss occurred in the topmost filter layer in downflow filtration, indicating that most particles do not penetrate deeply into the filter bed. Upflow filtration exhibited substantially lower head loss and effective utilization of the whole filter bed. Well-adsorbing OMPs (e.g. benzotriazole, carbamazepine) were removed by >80% up to throughputs of 8000-10,000 bed volumes (BV), whereas weakly to medium adsorbing OMPs (e.g. primidone, sulfamethoxazole) showed removals activated carbon (PAC) to deep-bed filtration as a direct

  2. Disinfection of a wastewater flow treated by advanced primary treatment using O₃, UV and O₃/UV combinations.

    Science.gov (United States)

    Bustos, Yaneth A; Vaca, Mabel; López, Raymundo; Torres, Luis G

    2010-11-01

    This study was conducted to evaluate the ozone, UV and O₃/UV processes for the reuse of sewage treatment plant effluent (Universidad Autonoma Metropolitana Azcapotzalco wastewater treatment plant). The ozone/UV process was compared to individual ozone and the UV processes and control parameters were total and fecal coliforms. Different ozone concentrations (6-12 mg O₃/min) and different UV fluencies (6.7-20.12 mJ/cm²) were tested. It is possible to conclude than none of the processes achieved the disinfection levels required to comply with the Mexican standard NOM-003-SEMARNAT-1997. The continuous ozone process offered the lower total and fecal coliforms reductions, while UV light resulted a disinfection agent with higher germicide power than ozone. The maximum logarithmic reduction achieved due to the combined ozone/UV process was of 2.04 for fecal coliforms and of 2.17 for total coliforms. The next 8 combinations showed lower removal efficiencies, but always higher than those obtained with the single ozone or UV processes. The ozone/UV process was highly effective for the disinfection and a synergistic effect was observed.

  3. Combination of ozonation, activated carbon, and biological aerated filter for advanced treatment of dyeing wastewater for reuse.

    Science.gov (United States)

    Zou, Xiao-Ling

    2015-06-01

    Laboratorial scale experiments were performed to investigate and evaluate the performance and removal characteristics of organics, color, and genotoxicity by an integrated process including ozonation, activated carbon (AC), and biological aerated filter (BAF) for recycling biotreated dyeing wastewater (BTDW) collected from a cotton textile factory. Influent chemical oxygen demand (COD) in the range of 156 - 252 mg/L, 5-day biochemical oxygen demand (BOD5) of 13.5 - 21.7 mg/L, and color of 58 - 76° were observed during the 20-day continuous operation. Outflows with average COD of 43 mg/L, BOD5 of 6.6 mg/L, and color of 5.6° were obtained after being decontaminated by the hybrid system with ozone dosage of 0.25 mg O3applied/mg COD0, 40 min ozonation contact time, 30 min hydraulic retention time (HRT) for AC treatment, and 2.5 h HRT for BAF treatment. More than 82 % of the genotoxicity of BTDW was eliminated in the ozonation unit. The genotoxicity of the BAF effluent was less than 1.33 μg 4-nitroquinoline-N-oxide/L. Ozonation could change the organics molecular structures, destroy chromophores, increase the biodegradability, and obviously reduce the genotoxicity of BTDW. Results showed that the combined process could guarantee water reuse with high quality.

  4. Direct comparison of ozonation and adsorption onto powdered activated carbon for micropollutant removal in advanced wastewater treatment.

    Science.gov (United States)

    Altmann, Johannes; Ruhl, Aki Sebastian; Zietzschmann, Frederik; Jekel, Martin

    2014-05-15

    Organic micropollutants (OMPs) may occur ubiquitously in the aquatic environment. In order to protect the ecosystem and drinking water sources from potentially toxic effects, discharges of an increasing number of OMPs are being regulated. OMP removal from wastewater treatment plant (WWTP) effluents as a point source is a preferred option with removal by adsorption onto powdered activated carbon (PAC) and OMP transformation to presumably harmless compounds by ozonation as the most promising techniques. In this study, effluents of four WWTPs were treated with PAC and ozone in bench-scale experiments to compare the removal efficiencies of seven relevant OMPs. Concentrations of carbamazepine and diclofenac were reduced by more than 90% with 20 mg/L PAC or 5-7 mg/L ozone (0.5 mg O3 per mg dissolved organic carbon (DOC)). Comparing typical doses for practical applications ozonation proved to be more efficient for abatement of sulfamethoxazole, while removal of benzotriazole and iomeprol was comparatively more efficient with activated carbon. While well known for ozonation, DOC-normalized doses were also applied to PAC and correlated better to relative OMP removal than volume proportional PAC addition. Furthermore, OMP removal efficiencies corresponded well with the reduction of ultraviolet light absorption at 254 nm for both treatment options.

  5. Wastewater Treatment I. Student's Guide.

    Science.gov (United States)

    California Water Pollution Control Association, Sacramento. Joint Education Committee.

    This student's guide is designed to provide students with the job skills necessary for the safe and effective operation and maintenance of wastewater treatment plants. It consists of three sections. Section 1 consists of an introductory note outlining course objectives and the format of the guide. A course outline constitutes the second section.…

  6. Micropollutant degradation, bacterial inactivation and regrowth risk in wastewater effluents: Influence of the secondary (pre)treatment on the efficiency of Advanced Oxidation Processes.

    Science.gov (United States)

    Giannakis, Stefanos; Voumard, Margaux; Grandjean, Dominique; Magnet, Anoys; De Alencastro, Luiz Felippe; Pulgarin, César

    2016-10-01

    In this work, disinfection by 5 Advanced Oxidation Processes was preceded by 3 different secondary treatment systems present in the wastewater treatment plant of Vidy, Lausanne (Switzerland). 5 AOPs after two biological treatment methods (conventional activated sludge and moving bed bioreactor) and a physiochemical process (coagulation-flocculation) were tested in laboratory scale. The dependence among AOPs efficiency and secondary (pre)treatment was estimated by following the bacterial concentration i) before secondary treatment, ii) after the different secondary treatment methods and iii) after the various AOPs. Disinfection and post-treatment bacterial regrowth were the evaluation indicators. The order of efficiency was Moving Bed Bioreactor > Activated Sludge > Coagulation-Flocculation > Primary Treatment. As far as the different AOPs are concerned, the disinfection kinetics were: UVC/H2O2 > UVC and solar photo-Fenton > Fenton or solar light. The contextualization and parallel study of microorganisms with the micropollutants of the effluents revealed that higher exposure times were necessary for complete degradation compared to microorganisms for the UV-based processes and inversed for the Fenton-related ones. Nevertheless, in the Fenton-related systems, the nominal 80% removal of micropollutants deriving from the Swiss legislation, often took place before the elimination of bacterial regrowth risk.

  7. Electrochemical treatment of industrial wastewater

    Energy Technology Data Exchange (ETDEWEB)

    Rajkumar, D. [Centre for Environmental Studies, Anna University, Chennai 600 025 (India); Palanivelu, K. [Centre for Environmental Studies, Anna University, Chennai 600 025 (India)]. E-mail: kpvelu@hotmail.com

    2004-09-10

    This paper presents the results of the treatment of phenolic compounds containing wastewater generated from phenol-formaldehyde resin manufacturing, oil refinery and bulk drug manufacturing industries by electrochemical method. Experiments were conducted at a fixed current density of 5.4 A/dm{sup 2} using Ti/TiO{sub 2}-RuO{sub 2}-IrO{sub 2} electrode and an undivided reactor. During the various stages of electrolysis, parameters such as COD and TOC concentrations were determined in order to know the feasibility of electrochemical treatment. Adsorbable organic halogens (AOX) were detected at high concentrations during the electrolytic treatment of the effluents. However, it was observed that increasing the electrolysis time bring down the AOX concentration to lower levels. Energy consumption and current efficiency during the electrolysis were calculated and presented. The present study proves the effectiveness of electrochemical treatment for highly concentrated bio-refractory organic pollutants present in the industrial wastewater.

  8. Orientation to Municipal Wastewater Treatment. Training Manual.

    Science.gov (United States)

    Office of Water Program Operations (EPA), Cincinnati, OH. National Training and Operational Technology Center.

    Introductory-level material on municipal wastewater treatment facilities and processes is presented. Course topics include sources and characteristics of municipal wastewaters; objectives of wastewater treatment; design, operation, and maintenance factors; performance testing; plant staffing; and laboratory considerations. Chapter topics include…

  9. 高级氧化技术与含酚废水处理%Advanced oxidation processes and treatment of phenolic wastewater

    Institute of Scientific and Technical Information of China (English)

    焦庆周; 柴多里; 鲍远志

    2013-01-01

    Advanced oxidation processes ( AOP) , which utilize the strong oxidation of hydroxyl radicals, can degrade phenolic chemicals in the wastewater. AOP can avoid secondary pollution and is a green technology in phenolic wastewater treatment. The current status of AOP research is summarized,including processes of Fenton,Fenton-like,O3/ H2O2,03/UV,H2O2/UV,corona discharge,hydrodynamic cavitation enhancement,and so on.%高级氧化技术是利用羟基自由基强氧化作用,降解废水中的酚类化学物,可以避免废水处理过程中二次污染的发生,是含酚废水处理的理想绿色技术.介绍了羟基自由基的性质、制备方法以及在废水处理方面的应用,综述了Fenton、类Fenton、O3/H2O2、O3/UV、H2O2/UV、电晕放电、水力空化强化等高级氧化技术的研究现状.

  10. Advanced treatment of biologically pretreated coal gasification wastewater using a novel anoxic moving bed biofilm reactor (ANMBBR)-biological aerated filter (BAF) system.

    Science.gov (United States)

    Zhuang, Haifeng; Han, Hongjun; Jia, Shengyong; Zhao, Qian; Hou, Baolin

    2014-04-01

    A novel system integrating anoxic moving bed biofilm reactor (ANMBBR) and biological aerated filter (BAF) with short-cut biological nitrogen removal (SBNR) process was investigated as advanced treatment of real biologically pretreated coal gasification wastewater (CGW). The results showed the system had efficient capacity of degradation of pollutants especially nitrogen removal. The best performance was obtained at hydraulic residence times of 12h and nitrite recycling ratios of 200%. The removal efficiencies of COD, total organic carbon, NH4(+)-N, total phenols and total nitrogen (TN) were 74.6%, 70.0%, 85.0%, 92.7% and 72.3%, the corresponding effluent concentrations were 35.1, 18.0, 4.8, 2.2 and 13.6mg/L, respectively. Compared with traditional A(2)/O process, the system had high performance of NH4(+)-N and TN removal, especially under the high toxic loading. Moreover, ANMBBR played a key role in eliminating toxicity and degrading refractory compounds, which was beneficial to improve biodegradability of raw wastewater for SBNR process.

  11. Treatment of an actual slaughterhouse wastewater by integration of biological and advanced oxidation processes: Modeling, optimization, and cost-effectiveness analysis.

    Science.gov (United States)

    Bustillo-Lecompte, Ciro Fernando; Mehrvar, Mehrab

    2016-11-01

    Biological and advanced oxidation processes are combined to treat an actual slaughterhouse wastewater (SWW) by a sequence of an anaerobic baffled reactor, an aerobic activated sludge reactor, and a UV/H2O2 photoreactor with recycle in continuous mode at laboratory scale. In the first part of this study, quadratic modeling along with response surface methodology are used for the statistical analysis and optimization of the combined process. The effects of the influent total organic carbon (TOC) concentration, the flow rate, the pH, the inlet H2O2 concentration, and their interaction on the overall treatment efficiency, CH4 yield, and H2O2 residual in the effluent of the photoreactor are investigated. The models are validated at different operating conditions using experimental data. Maximum TOC and total nitrogen (TN) removals of 91.29 and 86.05%, respectively, maximum CH4 yield of 55.72%, and minimum H2O2 residual of 1.45% in the photoreactor effluent were found at optimal operating conditions. In the second part of this study, continuous distribution kinetics is applied to establish a mathematical model for the degradation of SWW as a function of time. The agreement between model predictions and experimental values indicates that the proposed model could describe the performance of the combined anaerobic-aerobic-UV/H2O2 processes for the treatment of SWW. In the final part of the study, the optimized combined anaerobic-aerobic-UV/H2O2 processes with recycle were evaluated using a cost-effectiveness analysis to minimize the retention time, the electrical energy consumption, and the overall incurred treatment costs required for the efficient treatment of slaughterhouse wastewater effluents.

  12. Health Effects Associated with Wastewater Treatment, Reuse, and Disposal.

    Science.gov (United States)

    Qu, Xiaoyan; Zhao, Yuanyuan; Yu, Ruoren; Li, Yuan; Falzone, Charles; Smith, Gregory; Ikehata, Keisuke

    2016-10-01

    A review of the literature published in 2015 on topics relating to public and environmental health risks associated with wastewater treatment, reuse, and disposal is presented. This review is divided into the following sections: wastewater management, microbial hazards, chemical hazards, wastewater treatment, wastewater reuse, agricultural reuse in different regions, greywater reuse, wastewater disposal, hospital wastewater, industrial wastewater, and sludge and biosolids.

  13. 乳制品废水处理技术研究进展%Advances in Research of Dairy Wastewater Treatment

    Institute of Scientific and Technical Information of China (English)

    洪和琪

    2016-01-01

    在分析乳制品废水污染现状、水质特点及其环境影响的基础上,介绍国内外对于此种废水的处理技术,旨在为处理乳制品废水提供参考。%The domestic and international treatment technologies for dairy wastewater are introduced, on the basis of analyzing the present situation of dairy wastewater pollution,the characteristics of water quality and its environmental impact,which is to provide reference for the treatment of dairy wastewater.

  14. Research and Application of Advanced Treatment Technology for Coking Wastewater%焦化废水深度处理技术研究与应用

    Institute of Scientific and Technical Information of China (English)

    高漫春

    2014-01-01

    对焦化蒸氨废水生化处理工艺优化及深度处理技术进行研究,结合原有生化处理系统工艺特点和生产条件,制定实施优化改造项目方案,并对工程应用情况进行跟踪,分析水处理系统进出水水质达标提升结果。%Research was carried out on the optimization of biochemical treatment process and advanced treatment technology for ammonia distill wastewater of coking plant. According to the characteristics of the original biochemical treatment system process and production conditions, an optimization and modification program was drawn up and implemented and the application results of the project were tracked. Analysis of water at both entry and exit of the treatment system showed that the water quality has reached requirement.

  15. 臭氧催化氧化深度处理造纸废水研究%Experimental study on advanced treatment of papermaking wastewater with catalytic ozonation

    Institute of Scientific and Technical Information of China (English)

    王群; 叶琳嫣; 宋宏艺; 杨一; 鲁金凤; 陈盈盈; 薛宬

    2012-01-01

    In order to investigate the treatment effect of the advanced oxidation processes of papermaking wastewater treatment catalytic ozonation efficiency, the experiments were carried out using ozone alone, O3/H2O2, O3/CeO2 and O3/AC technology to study UV254, COD removal and effect of the dosage of H2O2. The results indicated that ozone oxidation had better decoloration and removal effect of UV254. Under this experimental condition, the color of the wastewater was completely faded after 10 min oxidation, and the removal of UV254 was up to 58%. With increasing the dosage of H2O2 by O3/H2O2, the removal of UV254 increased only slightly, but the COD removal was decreased. Therefore, the catalytic ozonation was not required and ozone alone may achieve better results when the use of ozone for papermaking wastewater treatment.%为了考察臭氧催化氧化深度处理工艺对造纸废水的处理效果,采用臭氧单独氧化、O/H2O2、O3/CeO2及O3/AC技术,考察其对水中UV254、COD的去除效果,同时分析了H2O2投加量对O3/H2O2氧化造纸废水效果的影响.实验结果表明,臭氧氧化具有很好的脱色及氧化水中UV254的效果;在本试验条件下,原水经过臭氧氧化10 min便可以完全褪去,UV254去除率最高可达58%左右;在O3/H2O2深度处理过程中,增加H2O2投加量只是略微提高了UV254去除率,但COD去除率反而降低.所以,在臭氧氧化某些造纸废水时,并不需要采用臭氧催化氧化技术,单独臭氧氧化便可以达到较理想效果.

  16. 浸没式超滤膜用于污水处理厂深度处理的试验%A pilot study on submerged ultrafiltration membrane for advanced treatment of wastewater in wastewater treatment plants

    Institute of Scientific and Technical Information of China (English)

    操家顺; 陆晓光; 方芳

    2013-01-01

    A pilot study was carried out using ultrafiltration (UF) equipment with a treatment scale of 31.2 m3/d for the advanced treatment of the effluent from the secondary settling tank in a wastewater treatment plant in Jiangsu Province.Using UF,the removal efficiencies of the turbidity,suspended solids (SS),chemical oxygen demand (COD),total phosphorus (TP),and fecal coliforms were investigated.The results show the following:(1) the pretreatment technique of adding flocculants improved the removal efficiencies of pollutants and reduced the increase of transmembrane pressure,and the effluent met the water quality requirement when 2 mg/L to 4 mg/L of aluminum sulfate was added; and (2) high removal rates of the turbidity,SS,COD,TP,and fecal coliform were obtained:0.33 NTU,0.9 mg/L,5.3 mg/L,0.32 mg/L,and 0 cells/L,respectively.UF performs better than the original advanced treatment technique,through the following process:micro-flocculation to sand filtration to ozonation to chlorination.The water quality of UF effluent meets the requirement for the circulation cooling water in The Reuse of Urban Recycling Water-Water Quality Standard for Industrial Uses (GB/T 19923-2005).%采用处理规模为31.2 m3/d的超滤中试装置,对江苏省某污水处理厂二沉池出水进行深度处理,着重考察超滤对浑浊度、SS、COD、TP、粪大肠菌群等的去除效果.结果表明:①将投加絮凝剂作为前处理手段可提高超滤时污染物的去除效果并降低跨膜压差增量,投加的硫酸铝质量浓度为2~4mg/L即可满足出水水质要求;②超滤对浑浊度、SS、COD、TP、粪大肠菌群等去除效果较好,出水中这些指标的值分别为0.33 NTU、0.9mg/L、5.3mg/L、0.32 mg/L和0个/L,出水水质优于污水处理厂原深度处理工艺“微絮凝→砂滤→臭氧→氯消毒”的出水水质,满足GB/T 19923-2005《城市污水再生利用工业用水水质》规定的回用作循环冷却水的水质要求.

  17. Cost of phosphate removal in municipal wastewater treatment plants

    Science.gov (United States)

    Schuessler, H.

    1983-01-01

    Construction and operating costs of advanced wastewater treatment for phosphate removal at municipal wastewater treatment plants have been investigated on orders from the Federal Environmental Bureau in Berlin. Particular attention has been paid to applicable kinds of precipitants for pre-, simultaneous and post-precipitation as well as to different phosphate influent and effluent concentrations. The article offers detailed comments on determination of technical data, investments, capital costs, operating costs and annual costs as well as potential cost reductions resulting from precipitation. Selected results of the cost investigation are shown in graphical form as specific investments, operating and annual costs depending on wastewater flow.

  18. 污水深度处理系统水质结垢问题及治理方法研究%Research on the scaling problems in the advanced wastewater treatment system and their treatment methods

    Institute of Scientific and Technical Information of China (English)

    吕慧; 马俊峰

    2012-01-01

    通过对微滤-反渗透污水深度处理系统垢样进行成分分析,确定该系统所结垢为碳酸盐类污垢,采用了加酸方法解决结垢问题.运行结果表明:加酸后,pH降至7.8,朗格利尔(LSI)饱和指数与调节前相比显著降低,系统结垢倾向得到了有效抑制,延长了污水深度处理系统的运行周期.%The operation status of the advanced wastewater treatment system in PetroChina Dushanzi Ethylene Co. is introduced. According to the component analysis of the scaling in the MF-RO system,it is found that the main ingredient of the scaling is calcium carbonate. The problem can be solved by adding acid into the wastewater treatment system. The operation results show that the pH has been decreased to 7.8,and Langelier saturation index (LSI) has been declined significantly,compared with the original value before pH adjustment. The scaling tendency of the system is efficiently inhibited,and the operation cycles of the wastewater treatment system are extended.

  19. Behaviour of pharmaceuticals and psychotic drugs in conventional and advanced wastewater treatments; Comportamiento de medicamentos y psicofarmacos en tratamaientos de depuracion convencionales y terciarios

    Energy Technology Data Exchange (ETDEWEB)

    Cortacans Torre, J. A.; Castillo Gonzalez, I. del; Hernandez Lehmann, A.; Hernandez Munoz, A.; Rodriguez Barrera, X.

    2009-07-01

    The occurrence of various pharmaceuticals and psychotic drugs in wastewater and their removal rates in a conventional wastewater treatment plant has been investigated. The psychoactive drugs are poorly removed in the biological step. However, most pharmaceuticals except of carbamazepine, are significantly biodegraded depending the removal degree on the type of compound and on the sludge retention time of the biological treatment. Also, the removal efficiency of conventional tertiary treatments and ultrafiltration and nano filtration membranes using two pilot plants was examined. the effects of retaining pharmaceuticals with ultrafiltration and nano filtration membranes do not greatly differ despite the difference in their pore size. (Author) 25 refs.

  20. Organic contaminants in onsite wastewater treatment systems

    Science.gov (United States)

    Conn, K.E.; Siegrist, R.L.; Barber, L.B.; Brown, G.K.

    2007-01-01

    Wastewater from thirty onsite wastewater treatment systems was sampled during a reconnaissance field study to quantify bulk parameters and the occurrence of organic wastewater contaminants including endocrine disrupting compounds in treatment systems representing a variety of wastewater sources and treatment processes and their receiving environments. Bulk parameters ranged in concentrations representative of the wide variety of wastewater sources (residential vs. non-residential). Organic contaminants such as sterols, surfactant metabolites, antimicrobial agents, stimulants, metal-chelating agents, and other consumer product chemicals, measured by gas chromatography/mass spectrometry were detected frequently in onsite system wastewater. Wastewater composition was unique between source type likely due to differences in source water and chemical usage. Removal efficiencies varied by engineered treatment type and physicochemical properties of the contaminant, resulting in discharge to the soil treatment unit at ecotoxicologically-relevant concentrations. Organic wastewater contaminants were detected less frequently and at lower concentrations in onsite system receiving environments. Understanding the occurrence and fate of organic wastewater contaminants in onsite wastewater treatment systems will aid in minimizing risk to ecological and human health.

  1. Evaluation of disinfection techniques in the treatment of advanced primary treated wastewater for Ciudad Juárez, México.

    Science.gov (United States)

    Carrasco, Leirad; Turner, Charles D

    2006-01-01

    The purpose of this study was to develop and evaluate the effectiveness of alternative disinfection techniques at the bench-scale level using wastewater from Ciudad Juarez, Mexico, as model feed. This paper presents findings on the effectiveness of UV radiation, peracetic acid (PAA), chlorine dioxide (ClO2), and hypochlorous acid (HOCl) as disinfectants for advanced primary treatment (APT) plant effluent. Wastewater samples for bench-scale testing were collected from an agua negra ("black water") ditch that is part of the combined sewer system in Ciudad Juarez. Bench-scale simulations of the APT process used in Ciudad Juarez were run using a jar test apparatus and aluminum sulfate [Al2(SO4)3] as the coagulant. Jar test effluent from the bench system was used for disinfection testing. The Mexican discharge quality standard for total coliforms is 10 000/100 mL. Ultraviolet radiation met this standard at a dose of 47.5 mW-s/cm2. Ultraviolet disinfection proved reliable and effective despite the presence of suspended solids, and UV dose effectiveness expressed as a total coliforms survival ratio was best explained by a linear regression model. The ClO2 dose ranged from 10 to 20 mg/L and was only effective under ambient temperature conditions found during the winter months; PAA disinfection never met Mexican standards. Chlorine disinfection was effective at a dose range of 8 to 10 mg/L on samples collected at low temperature conditions. Since the completion of this research, Ciudad Juarez has discontinued the use of chlorine disinfection because of its high cost and ineffectiveness.

  2. 焦化酚氰废水深度处理工艺的改进%Improvement of Coking Phenol Cyanogen Wastewater Advanced Treatment Process

    Institute of Scientific and Technical Information of China (English)

    张竹英

    2015-01-01

    焦化废水中含有大量的氨氮、酚类及油分物质,其中以酚氰类化合物为主。由于浓度高,有毒及生物抑制性物质较多,成分复杂,生化处理难以实现有机污染物的完全降解,对环境造成了严重污染,随着环保工作要求的逐年提高,酚氰废水的处理效果问题愈发凸显。本文针对目前焦化行业水处理现状,对国内焦化废水处理与利用情况进行了调研,采用新技术“初级电催化氧化+中和曝气池+强化沉淀池+二级电催化氧化+电絮凝+电气浮+超滤系统+反渗透系统”的工艺进行深度处理回用,经过生产实践,取得了良好的社会和经济效益。%Coking wastewater contains large amounts of ammonia nitrogen,phenols an d oil content material, which is given priority to with phenol cyanogen compounds.Because of high concentration,the toxic and biological inhibitory substances are more,composition is complex,biochemical treatment is difficult to realize the complete deg-radation of organic pollutants,it causes serious pollution to the environment,as the requirement of environmental pro-tection increase year by year,phenol cyanogen waste water treatment effect problem is increasingly protruding.In view of the present situation of coking industry water treatment,domestic coking wastewater treatment and utilization for the research,adopt new technology primary electric catalytic oxidation +neutralization aeration tank +strengthen sedimentation basin +secondary electric catalytic oxidation +electric flocculation tank +electric floating +ultra-filtration system +reverse osmosis system for advanced treatment and recycling.Through production practice,it a-chieves good social and economic benefits.

  3. A Technology of Wastewater Sludge Treatment

    Science.gov (United States)

    Gizatulin, R. A.; Senkus, V. V.; Valueva, A. V.; Baldanova, A. S.; Borovikov, I. F.

    2016-04-01

    At many communities, industrial and agricultural enterprises, treatment and recycling of wastewater sludge is an urgent task as the sludge is poured and stored in sludge banks for many years and thus worsens the ecology and living conditions of the region. The article suggests a new technology of wastewater sludge treatment using water-soluble binder and heat treatment in microwave ovens.

  4. Integrated application of upflow anaerobic sludge blanket reactor for the treatment of wastewaters.

    Science.gov (United States)

    Latif, Muhammad Asif; Ghufran, Rumana; Wahid, Zularisam Abdul; Ahmad, Anwar

    2011-10-15

    The UASB process among other treatment methods has been recognized as a core method of an advanced technology for environmental protection. This paper highlights the treatment of seven types of wastewaters i.e. palm oil mill effluent (POME), distillery wastewater, slaughterhouse wastewater, piggery wastewater, dairy wastewater, fishery wastewater and municipal wastewater (black and gray) by UASB process. The purpose of this study is to explore the pollution load of these wastewaters and their treatment potential use in upflow anaerobic sludge blanket process. The general characterization of wastewater, treatment in UASB reactor with operational parameters and reactor performance in terms of COD removal and biogas production are thoroughly discussed in the paper. The concrete data illustrates the reactor configuration, thus giving maximum awareness about upflow anaerobic sludge blanket reactor for further research. The future aspects for research needs are also outlined.

  5. Photochemical Wastewater Treatment for Potential Agricultural Use

    Directory of Open Access Journals (Sweden)

    Sandra García

    2014-12-01

    Full Text Available The urban wastewaters after advanced primary treatment (APT are again discharged into the river without any use. In the present research in a soilless culture system where maize seedlings were tested three different treatments were planted: 1. Obtained from the effluent water of an APT, 2. Photochemically treated wastewater (PCT and 3. Urban water network (UW. A block randomly distributed design was tested, with five repetitions where the experimental unit was formed by a 36 cavities filled with Peat Moss and the useful plot was considered by 16 central plants for each experimental unit. Irrigations were scheduled since the first time of the planting, employed 27 mL/cavity. The removal of the organic contaminants present into the water was conducted by the employment of a Batch photoreactor, adapted with a recirculation system (UV/H2O2/O3, evaluated to determine UV-Vis spectra, pH, color and turbidity parameters initial and final samples. Measurements of height and percentage of germination in plants, where is determined that the seedlings irrigated with water PCT were reached the highest average compared to APT and UW irrigated; After the 50 cm growing plant, a determination of the presence of heavy metal, via atomic absorption method, were carried on analyzing the leaves, roots and stalks of the samples. Concluding that the presences of heavy metals into the APT were higher than PCT treatments, it can be an impediment for the normal growing of the plants. Therefore, the application of the photochemical treatment using (UV/H2O2/O3 system, represent a viable alternative for the wastewater treatment after the APT process to possible use of irrigation.

  6. A novel integration of three-dimensional electro-Fenton and biological activated carbon and its application in the advanced treatment of biologically pretreated Lurgi coal gasification wastewater.

    Science.gov (United States)

    Hou, Baolin; Han, Hongjun; Zhuang, Haifeng; Xu, Peng; Jia, Shengyong; Li, Kun

    2015-11-01

    A novel integrated process with three-dimensional electro-Fenton (3D EF) and biological activated carbon (BAC) was employed in advanced treatment of biologically pretreated Lurgi coal gasification wastewater. SAC-Fe (sludge deserved activated carbon from sewage and iron sludge) and SAC (sludge deserved activated carbon) were used in 3D EF as catalytic particle electrodes (CPEs) and in BAC as carriers respectively. Results indicated that 3D EF with SAC-Fe as CPEs represented excellent pollutants and COLOR removals as well as biodegradability improvement. The efficiency enhancement attributed to generating more H2O2 and OH. The integrated process exhibited efficient performance of COD, BOD5, total phenols, TOC, TN and COLOR removals at a much shorter retention time, with the corresponding concentrations in effluent of 31.18, 6.69, 4.29, 17.82, 13.88mg/L and <20 times, allowing discharge criteria to be met. The integrated system was efficient, cost-effective and ecological sustainable and could be a promising technology for engineering applications.

  7. Application of Double-membrane Method in Advanced Treatment of Wastewater%双膜法在安钢污水深度处理中的应用

    Institute of Scientific and Technical Information of China (English)

    柳民涛; 王聪; 李龙飞; 张书帅

    2014-01-01

    Double membrane method was used in advanced treatment of industrial wastewater to reach national secondary discharged water standard. Through the process of pretreatment, ultrafiltration, reverse osmosis and mixed bed, qualified desalinated water was produced with water conductivity at exit smaller than 10 μS/cm and SiO2 content lower than 0.1 mg/L. The process is not only environment friendly but also energy saving.%工业废水水处理达到国家二级排放标准的外排水,采用双膜法进行深度处理,经过预处理、超滤、反渗透、混床产出合格的脱盐水,出水水质电导率小于10μS/cm,二氧化硅含量小于0.1 mg/L,该工艺环保又节能。

  8. Nitrous oxide emission during wastewater treatment

    NARCIS (Netherlands)

    Kampschreur, M.J.; Temmink, B.G.; Kleerebezem, R.; Jetten, M.S.M.; Loosdrecht, M.C.M.

    2009-01-01

    Nitrous oxide (N2O), a potent greenhouse gas, can be emitted during wastewater treatment, significantly contributing to the greenhouse gas footprint. Measurements at lab-scale and full-scale wastewater treatment plants (WWTPs) have demonstrated that N2O can be emitted in substantial amounts during n

  9. Developments in Biological Treatment of Industrial Wastewaters

    Institute of Scientific and Technical Information of China (English)

    2000-01-01

    The characteristics and biological treatment technologies of several kinds of industrial wastewater are summarised. Biological treatment of industrial wastewater is a well-established system with applications going back for over a century. However, developments are still taking place but at the design stage, more emphasis will be placed on small "footprint" systems, odour control and minimization of excess sludge production.

  10. 纺织印染废水深度处理与回用实例%Instance of advanced treatment and reuse of textile and dyeing wastewater

    Institute of Scientific and Technical Information of China (English)

    何耀忠; 汪晓军; 徐金玲; 葛启龙; 颜金利; 邱孝群

    2013-01-01

    For the purpose of water reuse with a capacity of 5 000 m3/d, a combined process of integrated ozonation biological aerated filter and biological aerated filter (BAF) has been used for the pretreatment of textile and dyeing wastewater. Then, membrane filtration has been used for achieving water reuse. Under designed operating conditions,the optimal ozone dosage for integrated ozonation biological aerated filter is 20-30 mg/L,pretreatment effluent COD<40 mg/L,BOD<10 mg/L,SS<10 mg/L,and chroma<4 times. The water produced by RO system could be reused in dyeing process, and membrane filtration concentrate could be discharged under local regulations. It has been proved by practical application that the combined process could guarantee stable advanced treatment and reclaimation of textile and dyeing wastewater with high quality,and solve the problem of membrane filtration concentrate treatment, showing its broad popularization and application value.%采用“一体臭氧曝气生物滤池+曝气生物滤池(BAF)”组合工艺,对纺织印染废水进行预处理,联合后续膜分离工艺以实现中水回用,处理水量为5 000 m3/d.设计运行条件下,臭氧曝气生物滤池最佳臭氧投加量为20~30mg/L,预处理系统出水COD<40 mg/L、BOD<10 mg/L、SS<10 mg/L、色度<4倍;反渗透产水可作为染整工艺用水,膜滤浓缩液可达标排放.工程实践证明.该联合工艺可实现对纺织印染废水的深度处理与高质回用,并解决了膜滤浓缩液的处理难题,具有推广应用价值.

  11. Modelling of Activated Sludge Wastewater Treatment

    OpenAIRE

    Kurtanjeka, Ž.; Deverić Meštrović, B.; Ležajić, Z.; Bevetek, A.; Čurlin; M.

    2008-01-01

    Activated sludge wastewater treatment is a highly complex physical, chemical and biological process, and variations in wastewater flow rate and its composition, combined with time-varying reactions in a mixed culture of microorganisms, make this process non-linear and unsteady. The efficiency of the process is established by measuring the quantities that indicate quality of the treated wastewater, but they can only be determined at the end of the process, which is when the water has already b...

  12. Physicochemical treatments of anionic surfactants wastewater: Effect on aerobic biodegradability.

    Science.gov (United States)

    Aloui, Fathi; Kchaou, Sonia; Sayadi, Sami

    2009-05-15

    The effect of different physicochemical treatments on the aerobic biodegradability of an industrial wastewater resulting from a cosmetic industry has been investigated. This industrial wastewater contains 11423 and 3148mgL(-1) of chemical oxygen demand (COD) and anionic surfactants, respectively. The concentration of COD and anionic surfactants were followed throughout the diverse physicochemical treatments and biodegradation experiments. Different pretreatments of this industrial wastewater using chemical flocculation process with lime and aluminium sulphate (alum), and also advanced oxidation process (electro-coagulation (Fe and Al) and electro-Fenton) led to important COD and anionic surfactants removals. The best results were obtained using electro-Fenton process, exceeding 98 and 80% of anionic surfactants and COD removals, respectively. The biological treatment by an isolated strain Citrobacter braakii of the surfactant wastewater, as well as the pretreated wastewater by the various physicochemical processes used in this study showed that the best results were obtained with electro-Fenton pretreated wastewater. The characterization of the treated surfactant wastewater by the integrated process (electro-coagulation or electro-Fenton)-biological showed that it respects Tunisian discharge standards.

  13. 钻石型滤布滤池在污水处理厂深度处理中的应用%Application of diamond layout cloth-media filter in the advanced treatment of the wastewater treatment plant

    Institute of Scientific and Technical Information of China (English)

    姚枝良

    2012-01-01

    Diamond layout cloth-media filter is mainly applied for the advanced treatment in wastewater treatment plant and is also a new type of equipment for suspended solids (SS) removal in secondary effluent. Taking Qingdao Loushanhe Wastewater Treatment Plant as a case study, and introduced the principles and design methods of the diamond layout cloth-media filter. This paper emphasized operation type and design parameters selection, and listed the practical operation effects, which would offer references for similar engineering projects design.%钻石型滤布滤池主要应用于污水处理厂的深度处理工程,是去除二级出水中SS的一种新型设备.以青岛娄山河污水处理厂升级改造工程为例,阐述了钻石型滤布滤池的工作原理和设计方法,重点分析其运行方式及设计参数选择,并列出实际运行效果,可为同类工程的设计提供参考.

  14. Overview of the PCDD/Fs degradation potential and formation risk in the application of advanced oxidation processes (AOPs) to wastewater treatment.

    Science.gov (United States)

    Vallejo, Marta; Fresnedo San Román, M; Ortiz, Inmaculada; Irabien, Angel

    2015-01-01

    Polychlorinated dibenzo-p-dioxins and dibenzofurans (PCDD/Fs) are a family of unintentionally produced persistent organic pollutants (POPs) that have received considerable public and scientific attention due to the toxicity of some of their congeners, more specifically those with chlorine substitution in the 2,3,7,8 positions. The environmental management and control of PCDD/Fs is addressed at a global level through the Stockholm Convention that establishes that POPs should be destroyed or irreversibly transformed in order to reduce or eliminate their release to the environment. Several technologies, including advanced oxidation processes (AOPs) such as photolysis, photocatalysis and Fenton oxidation, have been considered as effective methods for destroying PCDD/Fs in polluted waters. Nevertheless, during the remediation of wastewaters it is critical that the treatment technologies applied do not lead to the formation of by-products that are themselves POPs, especially if PCDD/Fs precursors or chlorine are present in the reaction medium. Despite the high effectiveness of AOPs in the oxidation of major contaminants, scarce references deal with the monitoring of PCDD/Fs in the course of the oxidation process, revealing that a detailed assessment of non-combustion technologies with respect to PCDD/Fs formation is still lacking. This study reports a review of the state of the art related to the potential remediation and/or formation of PCDD/Fs as a result of the application of AOPs for the treatment of polluted waters, warning on the correct selection of the operating conditions.

  15. MF-RO深度处理印染废水及效果分析%Advanced treatment of printing and dyeing wastewater by MF-RO process

    Institute of Scientific and Technical Information of China (English)

    邹勇斌; 颜幼平; 陈师楚; 陈志星; 陈鹏

    2013-01-01

    采用预处理-微滤(MF)-反渗透(RO)双膜技术深度处理印染废水.通过改变废水的温度、pH值、回用率和RO的操作压力,探讨其对CODCr去除率、脱盐效果的影响及原因.试验表明:最佳运行工况是操作压力为1.8 Mpa、水温为35℃、pH值为6.0~ 10.0、回收率为80%;此条件下,双膜法对CODCr的去除率和脱盐率分别达到97.4%和97.2%,浊度去除率接近100%,出水水质满足印染工艺回用要求.%MF-RO was used for the advanced treatment of the printing and dyeing wastewater after pre-treatment. Through changing the temperature, pH value, recycle rate and operating pressure of reverse osmosis, how and why those related factors affected the removal rate of CODCr and desalination effect were discussed and analyzed. The results of the test showed that, the optimal operating condition was: the pressure was 1.8 Mpa, the water temperature was 35℃, the pH value was 6.0 - 10.0, and the recovery rate was 80%. Under the above condition, the removal rates of CODCr and salinity reached 97.4% and 97.2% respectively, the removal rate of turbidity was close to 100%, the effluent water quality could meet the requirement for the process of printing and dyeing.

  16. Advanced treatment of cellulose ethanol wastewater by Fenton oxidation%Fenton氧化法深度处理纤维素乙醇废水

    Institute of Scientific and Technical Information of China (English)

    胡豫娟; 胡奇; 高大文

    2016-01-01

    采用Fenton氧化法深度处理经生化降解后的纤维素乙醇废水,考察了初始pH值、Fe2+与H2O2的投加比例(物质的量之比)、H2O2投加量与COD的比例(质量之比)以及反应时间对COD和浊度去除的影响,并通过正交实验确定了反应的最佳条件.研究表明:初始pH值、Fe2+/H2O2、H2O2/COD以及反应时间对深度处理效果有不同程度的影响;在初始pH值为3.0、Fe2+/H2O2为2∶3、H2O2/COD为2.8、反应时间为3h的最佳反应条件下,出水COD为45~56 mg·L-1,浊度为2~3 NTU,达到了纤维素乙醇废水的排放标准.%Fenton oxidation was employed in the advanced treatment of cellulose ethanol wastewater after biochemical degradation.The influence of initial pH,ratio of Fe2+/H2O2 (molar ratio),ratio of H2O2/COD (mass ratio),and reaction time on the COD and turbidity removal efficiencies were investigated.These parameters were selected as the variables in the orthogonal experiment performed to determine the optimum reaction conditions.The research showed that initial pH,Fe2+/H2O2,H2O2/COD,and reaction time influenced the COD and turbidity removal efficiencies to different degrees.Under the optimum reaction conditions (initial pH of 3.0,Fe2+/H2O2 of 2 ∶ 3,H2O2/COD of 2.8,and reaction time of 3 h),the effluent COD was 45 to 56 mg · L-1,and the effluent turbidity was 2 to 3 NTU,both of which measured up to the state standards of cellulose ethanol wastewater.

  17. An experimental investigation of wastewater treatment using electron beam irradiation

    Science.gov (United States)

    Emami-Meibodi, M.; Parsaeian, M. R.; Amraei, R.; Banaei, M.; Anvari, F.; Tahami, S. M. R.; Vakhshoor, B.; Mehdizadeh, A.; Fallah Nejad, N.; Shirmardi, S. P.; Mostafavi, S. J.; Mousavi, S. M. J.

    2016-08-01

    Electron beam (EB) is used for disinfection and treatment of different types of sewage and industrial wastewater. However, high capital investment required and the abundant energy consumed by this process raise doubts about its cost-effectiveness. In this paper, different wastewaters, including two textile sewages and one municipal wastewater are experimentally studied under different irradiation strategies (i.e. batch, 60 l/min and 1000 m3/day) in order to establish the reliability and the optimum conditions for the treatment process. According to the results, EB improves the efficiency of traditional wastewater treatment methods, but, for textile samples, coagulation before EB irradiation is recommended. The cost estimation of EB treatment compared to conventional methods shows that EB has been more expensive than chlorination and less expensive than activated sludge. Therefore, EB irradiation is advisable if and only if conventional methods of textile wastewater treatment are insufficient or chlorination of municipal wastewater is not allowed for health reasons. Nevertheless, among the advanced oxidation processes (AOP), EB irradiation process may be the most suitable one in industrial scale operations.

  18. Effect of advanced oxidation processes (AOPs) on the biodegradability of municipal wastewater for its reuse in the textile industry

    OpenAIRE

    Jarni, Klara; Kompare, Boris; Drev, Darko; Griessler Bulc, Tjaša; Krivograd-Klemenčič, Aleksandra

    2013-01-01

    Reuse of treated municipal wastewater to supplement part of fresh water is becoming more and more important. However, treated water can contain some pollutants that cannot be successfully removed with classical biological wastewater treatment processes. Aim of the study presented was to assess whether advanced oxidation processes (AOPs) and special enzymes enhance biodegradation of municipal wastewater and if treated municipal wastewater can be reused in the production process of ...

  19. Dynamics of Nutrients Transport in Onsite Wastewater Treatment Systems

    Science.gov (United States)

    Toor, G.; De, M.

    2013-05-01

    Domestic wastewater is abundant in nutrients¬ that originate from various activities in the households. In developed countries, wastewater is largely managed by (1) centralized treatment where wastewater from large population is collected, treated, and discharged and (2) onsite treatment where wastewater is collected from an individual house, treated, and dispersed onsite; this system is commonly known as septic system or onsite wastewater treatment system (OWTS) and consist of a septic tank (collects wastewater) and drain-field (disperses wastewater in soil). In areas with porous sandy soils, the transport of nutrients from drain-field to shallow groundwater is accelerated. To overcome this limitation, elevated disposal fields (commonly called mounds) on top of the natural soil are constructed to provide unsaturated conditions for wastewater treatment. Our objective was to study the dynamics of nitrogen (N) and phosphorus (P) transport in the vadose zone and groundwater in traditional and advanced OWTS. Soil water samples were collected from the vadose zone by using suction cup lysimeters and groundwater samples were collected by using piezometers. Collected samples (wastewater, soil-water, groundwater) were analyzed for various water quality parameters. The pH (4.39-4.78) and EC (0.28-0.34 dS/m) of groundwater was much lower than both wastewater and soil-water. In contrast to >50 mg/L of ammonium-N in wastewater, concentrations in all lysimeters (0.02-0.81 mg/L) and piezometers (0.01-0.82 mg/L) were 99% disappeared (primarily nitrified) in the vadose zone (20 mg/L in the vadose zones of traditional systems (drip dispersal and gravel trench). Concentrations of chloride showed a distinct pattern of nitrate-N breakthrough in vadose zone and groundwater; the groundwater nitrate-N was elevated upto 19.2 mg/L after wastewater delivery in tradional systems. Total P in the wastewater was ~10 mg/L, but low in all lysimeters (0.046-1.72 mg/L) and piezometers (0.01-0.78 mg

  20. Wastewater treatment by oxidation with ozone.

    OpenAIRE

    Edna de Almeida; Márcia Regina Assalin; Maria Aparecida Rosa; Nelson Durán

    2004-01-01

    A large variety of organic and inorganic compounds may be found in wastewater which can contribute to environmental contamination. Oxidation processes with ozone (O3; O3/UV; O3/H2O2; O3/TiO2; O3/Mn+2) and the use of ozone in the pre- or post-treatment of wastewater combined with biological processes has been extensively studied for the treatment of effluents. The aim of this work was to evaluate the potential of the ozonation process in the treatment of several industrial wastewaters, namely ...

  1. 臭氧催化氧化工艺深度处理印染废水%Advanced treatment of dyeing wastewater using catalytic ozonation process

    Institute of Scientific and Technical Information of China (English)

    陆洪宇; 马文成; 张梁; 陈志强

    2013-01-01

    采用正交实验对催化剂NiO/γ-A12O3的制备条件进行优化,并探讨臭氧催化氧化法对于印染废水的深度处理效能.结果表明,最优的催化剂制备条件为:浸渍液浓度为3%、浸渍时间为4h、灼烧温度为450℃、灼烧时间为3h.臭氧催化氧化反应15 min时,COD浓度由84.22 mg/L降低至50.00 mg/L以下;氨氮浓度由10.88 mg/L降低至5.01 mg/L;色度去除率达到69%,明显高于单纯臭氧氧化的反应效率.%The preparation method of NiO/γ-Al2O3 as catalyst was optimized through orthogonal test and the advanced treatment efficiency of dyeing wastewater through catalytic ozonation process was also discussed.Results showed that the optimal catalyst preparation conditions are:impregnating solution concentration of 3%,immersion time of 4 h,burning temperature of 450℃ and burning time of 3 h.When kept ozone oxidation of 15 min,COD concentration decreased from 84.22 mg/L to 50.00 mg/L,the NH3-N concentration decreased from 10.88 mg/L to 5.01 mg/L,and the chromaticity removal rate reached to 69%,which showed higher reaction efficiency than that of single ozone oxidation process.

  2. Treatment of Preserved Wastewater with UASB

    Directory of Open Access Journals (Sweden)

    Zhang Yongli

    2016-01-01

    Full Text Available The preserved wastewater was treated by the upflow anaerobic sludge blanket (UASB reactor, the effects of the anaerobic time on COD, turbidity, pH, conductivity, SS, absorbance, and decolorization rate of the preserved wastewater were investigated. The results showed that with the increase of the anaerobic time, the treatment effect of the UASB reactor on the preserved wastewater was improved. Under the optimum anaerobic time condition, the COD removal rate, turbidity removal rate, pH, conductivity, SS removal rate, absorbance, and decoloration rate of the wastewater were 49.6%, 38.5%, 5.68, 0.518×104, 24%, 0.598, and 32.4%, respectively. Therefore, the UASB reactor can be used as a pretreatment for the preserved wastewater, in order to reduce the difficulty of subsequent aerobic treatment.

  3. Degradation of organic matter from wastewater using advanced primary treatment by O3 and O3/UV in a pilot plant

    Science.gov (United States)

    Bustos-Terrones, Yaneth; Rangel-Peraza, Jesús Gabriel; Sanhouse, Antonio; Bandala, Erick R.; Torres, Luis G.

    2016-02-01

    The oxidation of organic matter from wastewater using ozone, ultraviolet radiation and ozone/UV oxidation was evaluated in a pilot plant, applying a continuous effluent arising from the Autonomous Metropolitan University wastewater treatment plant. The oxidation was measured as the efficiency to remove organic load, measured as chemical oxygen demand. The use of ozone and UV was evaluated separately and in combination through a continuous process. Three different ozone doses (0.6-1.2 mg O3/L) and three different UV radiation fluencies (6.7-20.12 mJ/cm2) were assessed. A synergistic effect of the combined process ozone/UV was demonstrated, and a maximal chemical oxygen demand reduction was achieved both processes. Due to residence times used (less than 1 min), 36% of chemical oxygen demand reduction was obtained when ozone treatment was evaluate separately and only 9% using ultraviolet radiation.

  4. Life Cycle Assessment as a tool for green Chemistry: Application to different advanced oxidation processes for wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Munoz Ortiz, I.; Domenech Antunez, X.; Malato Rodriguez, S.

    2006-07-01

    The development of chemistry during the twentieth century has changed our lives. In fact, chemistry and chemicals surrounds US in our daily activities, due to the huge supply of products aimed at improving our quality of life. Chemistry has resulted in the medical revolution of the past century, in which drugs as antibiotics have been used to cure diseases that affected mankind for centuries. These advances have led to the rise in the average life expectancy from 47 in 1900, to 75 years in the 1990s (Breslow 1997). On the other hand, the world's food supply has seen an explosive expansion because of the development of pesticides as well as fertilisers that protect crops and improve their productivity. Other common chemicals are those related to hygiene, such as soaps, detergents, disinfectants, toothpaste, etc. Therefore, there is practically no facet in material life-transportation communication, clothing, shelter, office- in which chemistry does not play an important role, either to supply consumer products or to improve services addressed to society in general (Domenech 2005). In spite of all these clear benefits, the chemical industry is often viewed by the general public as causing more harm than good (Lancaster 2002). A major reason for this is that the industry is perceived as being polluting and causing significant environmental damage. Indeed, the manufacture, use and disposal of chemicals consume large amounts of resources, and originates emissions of pollutants to all environmental compartments, not to mention the numerous accidents and disasters in which the chemical industry has been involved in the recent past. (Author)

  5. Wastewater treatment processes for the removal of emerging organic pollutants

    Directory of Open Access Journals (Sweden)

    Ainhoa Rubio Clemente

    2013-12-01

    Full Text Available Emerging organic pollutants form a very heterogeneous group of substances that have negative effects on aquatic organisms, so they should be removed from the environment. Unfortunately, conventional processes in wastewater treatment plants, especially biological ones, are inefficient in the degradation of these substances. It is therefore necessary to evaluate and optimize the effectiveness of the treatments, including advanced oxidation and membrane filtration processes. However, both techniques have drawbacks that may limit their stand-alone application, so it is proposed that the best solution may be to combine these technologies with biological processes to treat wastewater contaminated with emerging organic pollutants.

  6. Advanced treatment of coal gasification wastewater by catalytic oxidation with trace ozone%微量臭氧催化氧化深度处理煤气化废水

    Institute of Scientific and Technical Information of China (English)

    张国涛; 万新华; 李伟; 杨延红; 王丽梅

    2013-01-01

    An experimental research on advanced treatment of underground coal gasification wastewater by catalytic ozonation was carried out, which happened continuously in a fixed bed reactor loaded with solid catalysts and effects of trace ozone as oxidants on catalytic ozonation were studied. The results showed that when wastewater COD was 300 mg/L or so, the treatment unit' s COD removal increased by 45% with trace ozone added in, with each mg ozone treating 2. 4 mg organic compounds on average. And it was also found that the optimum ozone dosage for wastewater with COD 200 mg/L was approximately 20 mg ozone per liter wastewater where wastewater inflow was 1 L/h and gas-water ratio was 15 : 1. Meanwhile, experiments showed that wastewater chroma was efficiently removed by catalytic ozonation. Compared with peers experimental research, the technology of catalytic oxidation with trace ozone in advanced wastewater treatment was cost-effective.%采取固定床连续式水处理方式,实验研究了在固体催化剂作用下微量臭氧催化氧化深度处理地下煤气化废水的效果.结果表明,当处理COD为300 mg,/L左右的该类型废水时,加入微量臭氧,水处理装置COD去除率提高了45%,平均1 mg的臭氧处理了2.4 mg有机物;当废水COD为200 mg/L左右,进水速度为1 L/h时,最佳臭氧投加量为每升废水20 mg左右的臭氧,此时气水比为15:1左右;同时实验发现,不同COD的废水色度均可以被有效去除.通过与其他类似的实验研究比较发现,微量臭氧催化氧化技术具有成本优势.

  7. A review on the progress of advanced oxidation treatment of pesticide wastewater%高级氧化法处理农药废水的研究进展

    Institute of Scientific and Technical Information of China (English)

    王龙辉; 杜世章; 蒋连; 成梦凡; 秦海利

    2016-01-01

    This paper reviews resent development for advanced oxidation treatment technologies such as Fenton technology,photo-catalytic oxidation technology,ultrasonic degradation,wet oxidation, supercritical water oxidation,electro-catalytic oxidation technology etc. ,and introduces,together with the summary of the resent progress on pesticide wastewater treatment using advanced oxidation technologies,the principles and applications of various advanced oxidation technologies,and propo-ses problems and the potential for future development. of organic wastewater treatment using ad-vanced oxidation technologies.%综述了近几年研究的高级氧化技术,主要包括Fenton技术、光催化氧化技术、超声降解法、超临界水氧化法以及电催化氧化技术等。结合高级氧化法处理农药废水的研究进展,介绍了各种高级氧化技术的原理研究和应用方面取得的成果,提出高级氧化技术在处理有机废水中存在的问题以及未来发展的潜力。

  8. Gravity separation for oil wastewater treatment

    OpenAIRE

    Golomeova, Mirjana; Zendelska, Afrodita; Krstev, Boris; Krstev, Aleksandar

    2010-01-01

    In this paper, the applications of gravity separation for oil wastewater treatment are presented. Described is operation on conventional gravity separation and parallel plate separation. Key words: gravity separation, oil, conventional gravity separation, parallel plate separation.

  9. Water/Wastewater Treatment Plant Operator Qualifications.

    Science.gov (United States)

    Water and Sewage Works, 1979

    1979-01-01

    This article summarizes in tabular form the U.S. and Canadian programs for classification of water and wastewater treatment plant personnel. Included are main characteristics of the programs, educational and experience requirements, and indications of requirement substitutions. (CS)

  10. Post-treatment of biologically treated wastewater containing organic contaminants using a sequence of H2O2 based advanced oxidation processes: photolysis and catalytic wet oxidation.

    Science.gov (United States)

    Rueda-Márquez, J J; Sillanpää, M; Pocostales, P; Acevedo, A; Manzano, M A

    2015-03-15

    In this paper the feasibility of a multi-barrier treatment (MBT) for the regeneration of synthetic industrial wastewater (SIWW) was evaluated. Industrial pollutants (orange II, phenol, 4-chlorophenol and phenanthrene) were added to the effluent of municipal wastewater treatment plant. The proposed MBT begins with a microfiltration membrane pretreatment (MF), followed by hydrogen peroxide photolysis (H2O2/UVC) and finishing, as a polishing step, with catalytic wet peroxide oxidation (CWPO) using granular activated carbon (GAC) at ambient conditions. During the microfiltration step (0.7 μm) the decrease of suspended solids concentration, turbidity and Escherichia coli in treated water were 88, 94 and 99%, respectively. Also, the effluent's transmittance (254 nm) was increased by 14.7%. Removal of more than 99.9% of all added pollutants, mineralization of 63% of organic compounds and complete disinfection of total coliforms were reached during the H2O2/UVC treatment step (H2O2:TOC w/w ratio = 5 and an UVC average dose accumulated by wastewater 8.80 WUVC s cm(-2)). The power and efficiency of the lamp, the water transmittance and photoreactor geometry are taken into account and a new equation to estimate the accumulated dose in water is suggested. Remaining organic pollutants with a higher oxidation state of carbon atoms (+0.47) and toxic concentration of residual H2O2 were present in the effluent of the H2O2/UVC process. After 2.3 min of contact time with GAC at CWPO step, 90 and 100% of total organic carbon and residual H2O2 were removed, respectively. Also, the wastewater toxicity was studied using Vibrio fischeri and Sparus aurata larvae. The MBT operational and maintenance costs (O&M) was estimated to be 0.59 € m(-3).

  11. Selection of technologies for municipal wastewater treatment

    Directory of Open Access Journals (Sweden)

    Juan Pablo Rodríguez Miranda

    2015-11-01

    Full Text Available In water environmental planning in watersheds should contain aspects for the decontamination of receiving water body, therefore the selection of the treatment plants municipal wastewater in developing countries, you should consider aspects of the typical composition raw wastewater pollutant removal efficiency by technology, performance indicators for technology, environmental aspects of localization and spatial localization strategy. This methodology is built on the basis of technical, economic and environmental attributes, such as a tool for decision making future investments in treatment plants municipal wastewater with multidisciplinary elements.

  12. Recent Progress in TiO2-Mediated Solar Photocatalysis for Industrial Wastewater Treatment

    Directory of Open Access Journals (Sweden)

    Tong Zhang

    2014-01-01

    Full Text Available The current paper reviews the application of TiO2-mediated solar photocatalysis for industrial wastewater treatment, starting with a brief introduction on the background of industrial wastewater and the development of wastewater treatment processes, especially advanced oxidation processes (AOPs. We, then, discuss the application of solar TiO2 photocatalysis in treating different kinds of industrial wastewater, such as paper mill wastewater, textile wastewater, and olive mill wastewater. In the end, we compare solar TiO2 photocatalysis with other AOPs in terms of effectiveness, energy, and chemical consumption. Personal perspectives are also given, which may provide new insights to the future development of TiO2 photocatalysis for industrial wastewater.

  13. Advance and Utilization of Treatment Technology on Wastewater from Piggery%猪场废水处理技术研究进展与应用

    Institute of Scientific and Technical Information of China (English)

    潘霞; 李双来; 胡诚; 陈云峰; 乔艳

    2011-01-01

    随着人们生活水平的提高,猪场废水排放的危害越来越引起人们的重视.介绍了猪场废水的产生、危害,并从自然生物处理法、厌氧生物处理法、好氧生物处理法、厌氧-好氧联合处理法等方面阐述了猪场废水的处理技术;并进行了沼气、人工湿地与氧化塘组合处理的研究,结果表明污水经组合处理后,出水达到排放标准,并能够循环利用.%The harm of wastewater from piggery was attracting more people's attention with the increasing of living standard.The generationa and damage of wastewater from piggery were introduced and some treatment technologies on wastewater from piggery such as natural bioremediation. aerobic bioremediation. anaerobic bioremediation and aerobic-anaerobic combination bioremediation etc. were elaborated. The treatment effects of combined technology with methane,artificial wetlands, oxidation pond were studied. The water treated by combined technology could meet the sewage discharge standard and could be reused.

  14. 电渗析深度处理炼化废水回用试验研究%Experimental research on the advanced treatment of refining wastewater and reuse by electrodialysis process

    Institute of Scientific and Technical Information of China (English)

    朱安民; 李亮; 滕厚开; 张艳芳; 李超

    2015-01-01

    In order to reduce fresh water consumption and wastewater emission,experimental researches on the ad-vanced treatment of refining wastewater by electrodialysis process,through engineering approaches and application have been developed.After a 3-month continuous operation of the 20 t/h electrodialysis desalination device,the fea-sibility of the advanced treatment of refining wastewater by electrodialysis desalination is discussed,the operation pa-rameters of the device are optimized,and continuously stable operation capacities are investigated.The experimental results provide reference for the engineering popularization and application of this technology.%为降低炼化企业新鲜水消耗量及污水排放量,开展了电渗析脱盐深度处理炼化废水的工程化应用试验研究.通过20 t/h电渗析脱盐中试装置的3个月连续运行,探讨了电渗析脱盐深度处理炼化废水回用于循环水补水的可行性,并优化电渗析脱盐装置运行参数,考察装置连续稳定运行性能,为该技术的工程化推广应用提供参考.

  15. Biological flocculation treatment on distillery wastewater and recirculation of wastewater.

    Science.gov (United States)

    Zhang, Wen; Xiong, Rongchun; Wei, Gang

    2009-12-30

    In the present study, a wastewater treatment system for the ethanol fermentation industry was developed by recycling distillery wastewater. The waste was able to be recycled for the next fermentation after being treated with bio-flocculation process. The bio-flocculation process contains three steps: screening, treatment with polyaspartic acid and filtration. When the filtrate from this process was recycled, the average ethanol production yield was very close to that in the conventional process using tap water. In contrast, the recycle of wastewater without flocculation and with chemical flocculation showed negative effects on ethanol yield as recycling was repeated. This new process was confirmed to have stable operation over ten recycles. Hazardous materials influencing distillery wastewater recycles on fermentation were also considered. It was found that the content of suspended solids (SS), volatile acid and Fe ions inhibited fermentation and resulted in a decreased ethanol yield. Bio-flocculation was shown to be an effective way to diminish the content of inhibitory compounds drastically when the waste was recirculated.

  16. Intermittent Aeration in Biological Treatment of Wastewater

    Directory of Open Access Journals (Sweden)

    H. Doan

    2009-01-01

    Full Text Available Problem statement: E-coating process is widely used to provide a protective coating layer on metal parts in the automotive and metal finishing industry. The wastewater from the coating process contains organic compounds that are used in the cleaning, pretreatment and coating steps. Organic pollutants can be removed biologically. In the aerobic biological treatment, water aeration accounts for a significant portion of the total operating cost of the treatment process. Intermittent aeration is thus of benefit since it would reduce the energy consumption in the wastewater treatment. In the present study, wastewater from an electro-coating process was treated biologically using a packed column as an aerator where the wastewater was aerated by a countercurrent air flow. The objective was to obtain an optimum aeration cycle. Approach: Intermittent aeration time was varied at different preset cycles. An operational optimum of the aeration time (or air-water contacting time in the column was determined from the BOD5 removal after a certain treatment period. For continuous aeration of the wastewater, the air-liquid contacting time in the column was 52 min for 24 h of treatment. A unit energy consumption for pumping liquid and air, which was defined as the energy consumption per percent BOD5 removed, was used as a criterion to determine the optimum contacting time. Results: Optimum air-liquid contacting times were found to be about 38, 26 and 22 min for the treatment times of 24, 48 and 72 h, consecutively. This indicates that 27-58% saving on the unit energy consumption can be achieved using intermittent aeration of the wastewater. On the basis of the overall BOD5 removal, 17% and 23% savings in energy were observed with the intermittent aeration as compared to the continuous aeration of the wastewater for 48 and 72 h. Conclusion: The results obtained indicate that an appropriate intermittent aeration cycle can bring about a substantial energy saving

  17. 高级氧化技术在印染废水处理中的应用%Application of advanced oxidation technologies in printing and dyeing wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    卢徐节; 刘琼玉; 刘延湘; 刘君侠

    2011-01-01

    Advanced oxidation technology in printing and dyeing wastewater treatment had the advantages of fast reaction rate, complete disposal, pollution-free and wide application, which had caught the attention and have been carrying out research and developments.Advanced oxidation technologies in recent years were reviewed, such as wet oxidation, ultrasonic oxidation, photo-catalytic oxidation, supercritical oxidation, electrochemical oxidation.Fenton oxidation, ozone oxidation and so on.The basic principles of variable advanced oxidation technologies and their application developments in dye wastewater treatment.The development trend of advanced oxidation technologies in dye wastewater treatment was pointed out.%高级氧化技术治理印染废水具有反应速度快、处理完全、无公害、适用范围广等优点,已引起各国重视并相继开展了研发.综述了近几年国内外采用湿式氧化法、超声氧化法、光催化氧化法、超临界氧化法、电化学法、Fenton法、臭氧氧化法等高级氧化技术;介绍了各种高级氧化技术的基本原理及在染料废水处理中的应用进展,并指出了高级氧化技术在染料废水处理中的发展趋势.

  18. Inter-municipal cooperation for wastewater treatment: Case studies from Israel

    NARCIS (Netherlands)

    Hophmayer-Tokich, Sharon; Kliot, Nurit

    2008-01-01

    Since the beginning of the 1990s, local authorities in Israel have been engaged in promoting advanced Wastewater Treatment Plant (WWTP) projects throughout the country, resulting in the “wastewater treatment revolution” of the 1990s. These achievements are extremely important in the water-scarce cou

  19. Latest Research Advance in Dye Wastewater Treatment with Adsorbent%吸附剂处理印染废水最新应用研究进展

    Institute of Scientific and Technical Information of China (English)

    汤晓欢; 毛勇; 靳菁; 徐娜; 李青

    2013-01-01

    Dye wastewater is one of the main harmful and hardly -biodegraded industrial wastewaters in China at present .As one of dye wastewater treatment materials , adsorbent has some characteristics , such as wide application scope , high efficiency and repeated application.The paper introduced the structure and properties of activated carbon , cellulose, chitosan, sponge iron and other types of adsorbents, focused on the researches and applications of the modified adsorbents , and discussed the application pros-pects of the modified adsorbents .%  印染废水是我国目前主要有害、难处理的工业废水之一。利用吸附剂处理印染废水具有应用范围广、处理效果好、可重复使用等特性。介绍了在活性炭、纤维素、壳聚糖、海绵铁等不同类型吸附剂结构和性质的基础上,着重讨论了对其改性的研究和应用,并对改性吸附剂的应用前景作了进一步的展望。

  20. Advanced treatment of effluent from a wastewater treatment plant by embedded immobilized bacteria and algae system%固定化菌藻系统对污水处理厂出水的深度处理

    Institute of Scientific and Technical Information of China (English)

    严清; 高旭; 彭绪亚

    2012-01-01

    将海藻酸钠固定化活性污泥和小球藻制成颗粒小球,以自制的流化床反应器对重庆市某污水处理厂出水进行深度处理,探讨了系统对氨氮、TP、COD的去除效果,实验结果表明:在HRT=12 h,溶解氧浓度为3.0 mg/L左右,pH值为6.2至8.0之间,环境室温条件下,系统对氨氮、TP、COD均有较好的去除效果,系统稳定运行后对氨氮、TP、COD去除率基本维持在60%、60%和30%以上,出水氨氮、TP、COD浓度基本维持在8、0.5和40 mg/L以下,出水浓度达到了《城镇污水处理厂污染物排放标准》(GB 18918-2002)的一级A标准。这项研究显示固定化菌藻胶球系统在污水处理厂出水的深度处理中具有潜在的应用前景。%Coimmobilized activated sludge and Chlorella vulgaris with sodium alginate as entrapping agent were made into beads to treat effluent from a wastewater treatment plant in the fluidized bed reactor and the removal efficiencies of ammonia nitrogen,TP and COD were studied.The experiment indicates that under the conditions of natural temperature,HRT,DO,pH were 12 hours,3 mg/L,6.2 to 8.0,respectively,the embedded immobilized bacteria-algae has strong ability to remove ammonia nitrogen,TP and COD,and the removal rates are more than 60%,60% and 30%,respectively.The effluent concentrations of ammonia nitrogen,TP and COD basically maintain less than 8,0.5 and 40 mg/L,respectively,meeting the first level A criteria specified in the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB18918-2002).This study shows that coimmobilization of activated sludge and Chlorella vulgaris in small beads has the potential application prospect in the advanced treatment of effluent from wastewater treatment plants.

  1. Perspectives on modelling micropollutants in wastewater treatment plants

    DEFF Research Database (Denmark)

    Clouzot, Ludiwine; Cloutier, Frédéric; Vanrolleghem, Peter A.

    2013-01-01

    Models for predicting the fate of micropollutants (MPs) in wastewater treatment plants (WWTPs) have been developed to provide engineers and decision-makers with tools that they can use to improve their understanding of, and evaluate how to optimize, the removal of MPs and determine their impact......) addressing advancements in WWTP treatment technologies, (iii) making use of common approaches to data acquisition for model calibration and (iv) integrating ecotoxicological effects of MPs in receiving waters....

  2. Tertiary Treatment Process of Preserved Wastewater

    Directory of Open Access Journals (Sweden)

    Wang Qingyu

    2016-01-01

    Full Text Available The effects of the composite coagulants on coagulation sedimentation for the preserved wastewater was investigated by changing the composite coagulant dosages, and the coagulant was composed of polymeric ferric sulfate (PFS, polyaluminium chloride (PAC, and polyaluminum ferric silicate (PAFSC, while the effect of the tertiary treatment process on the preserved wastewater was tested, which was exceeded the standard seriously. The results showed that 400 mg/L was the optimum composite coagulant dosage. The removal rates of salt and sugar were as high as 99.1% and 99.5% respectively, and the removal rates of CODCr and SS were 99.3% and 96.0%, respectively after the preserved wastewater was treated by the tertiary treatment technology, which both reached the primary standard of “The Integrated Wastewater Discharge Standard” (GB8978-1996.

  3. Treatment of Antibiotic Pharmaceutical Wastewater Using a Rotating Biological Contactor

    Directory of Open Access Journals (Sweden)

    Rongjun Su

    2015-01-01

    Full Text Available Rotating biological contactors (RBC are effective for treating wastewater, while they are rarely reported to be used for treating antibiotic pharmaceutical wastewater (APW. The current study investigates treatment of APW using an RBC. The effects of influent concentration, number of stages, and temperature on the remediation of APW were studied. The results indicated, even at low ambient temperature, 45% COD and 40% NH4+-N removal efficiencies. Moreover, the BOD5 removal efficiency was 85%. Microscopic observations illustrated that there were various active microorganisms displayed in the biofilms and their distribution changed from stage to stage. Compared with activated sludge, the biofilms in this study have higher content of dry matter and are easier to dehydrate and settle. Compared with current commercial incineration processes or advanced oxidation processes, RBC can greatly reduce the treatment cost. This research shows RBC is effective for such an inherently biorecalcitrant wastewater even at low ambient temperature.

  4. Low technology systems for wastewater treatment: perspectives.

    Science.gov (United States)

    Brissaud, F

    2007-01-01

    Low technology systems for the treatment of wastewater are sometimes presented as remnants of the past, nowadays supposedly only meant to serve developing countries and remote rural areas. However, considering their advantages and disadvantages together with enhanced treatment requirements and recent research and technological developments, the future of these systems still appears promising. Successful applications of low technology systems require that more care is taken of their design and operation than often observed. Correlatively, more efforts should be made to decipher the treatment mechanisms and determine the related reaction parameters, so as to provide more deterministic approaches of the natural wastewater treatment systems and better predict their performance.

  5. Advanced treatment of fuel ethanol production wastewater by iron-carbon micro-electrolysis technology%铁炭微电解法深度处理燃料乙醇生产废水

    Institute of Scientific and Technical Information of China (English)

    李涛; 鲍锦磊; 于淼; 袁先艳; 任保增

    2013-01-01

    The fuel ethanol production wastewater was advancedly treated by iron-carbon micro-electrolysis technology. The effects of the initial pH value, hydraulic retention time(HRT) ,iron to carbon quality ratio and aeration rate on the wastewater treatment performance were investigated. And the economy of advanced treatment of fuel ethanol production wastewater with the technology was evaluated. The results showed that the better treatment effects were achieved under following reactor conditions; initial pH value of 3. 5,HRT of 40 min, iron-carbon quality ratio of 2' 1 and aeration rate of 1 m /h. The treated wastewater indexes were COD of 37. 8 mg/L, BOD5 of 13. 9 mg/L,chroma of 10. 1 , turbidity of 1. 2,respectively, which met the national standard of industrial water reuse(GB/T 19923-2005). The treatment cost is about 1. 46 yuan/ton,by using the technology for treatment of fuel ethanol production wastewater with significant social, economic and environmental effect.%采用铁炭微电解法深度处理燃料乙醇生产废水,考察了初始pH、水力停留时间、铁炭质量比和曝气量对废水处理效果的影响,并对该技术应用于燃料乙醇废水深度处理的经济性进行了评价.结果表明,在初始pH值3.5、水力停留时间40 min、铁炭质量比2∶1、曝气量为1 m3/h时,获得了较好的处理效果,废水经处理后,COD均值为37.8 mg/L,BOD5为13.9 mg/L,色度为10.1倍,浊度为1.2 NTU,达到工业用水回用的标准(GB/T 19923-2005).将此工艺应用于燃料乙醇生产废水的处理,处理费用约为1.46元/t,具有较好的社会、经济和环保效益.

  6. 化学预处理与生化组合处理兰炭生产污水%Advanced treatment of the semi-coking wastewater by the combination of chemical pretreatment and biochemical treatment

    Institute of Scientific and Technical Information of China (English)

    李德生; 黄利

    2012-01-01

    Biodegradation of the semi-coking wastewater was improved by the combination of pretreatment technologies of the aeration ferric-carbon micro-electrolysis, the enhanced flocculation, and the catalyzed electro-oxidation through on-site pilot test. The feasibility of ensuring semi-coking wastewater to achieve wastewater discharge standards was studied through a combination of chemical pretieatment and biological treatment. The results show that COD was from 25000mg/L down to l0000mg/L, NH3-N was from 3000mg/L down to 1200mg/L, and the COD and NH3-N all reached 60% through the treatment of aeration ferric-carbon micro-electrolysis of 120 min with the adjustment pH value of about 3 of the raw water. Then, after adjustment of pH value to 8~9 for effluent of the aeration ferric-carbon micro-electrolysis, the removal rates of COD and NH3-N of the effluent of the enhanced coagulation all reached about 50% by dosing 200 mg/L of PAM and 4.5mg/L of PAM. Next, the effluent by the treatment of advanced oxidation reactor of catalyzed electro-oxidation of 120 min attained COD removal rate of up to 65% and NH3-N removal rate of 60%. Finally, the effluent by the treatment of biological contact oxidation of the anaerobic/aerobic reached COD<150mg/L and NH3-N<25mg/L. The results provide a theoretical basis for the treatment technology of the semi-coking wastewater.%通过现场中试实验对曝气微电解、强化混凝、催化电氧化作预处理提高兰炭污水的可生化性进行了探讨.并对通过预处理与生化处理的组合实现兰炭污水达到污水排放标准的可行性进行了研究.结果表明,原水首先调节pH值为3左右,在通过120min的曝气微电解处理后,可使有机物由25000mg/L下降到10000mg/L,氨氮由3000mg/L降到1200mg/L,COD和NH3-N的去除均可达到60%;然后调节曝气微电解出水的pH值为8~9,通过投加200mg/L PAC、4.5mg/PAM强化混凝后,出水COD和NH3 -N可去除50%;强化混凝后出水再通过120

  7. Development of chemical flocculant for wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Park, Jang Jin; Shin, J. M.; Lee, H. H.; Kim, M. J.; Yang, M. S.; Park, H. S

    2000-12-01

    Reagents 'KAERI-I and KAERI-II' which were developed as coagulants for industrial wastewater treatment in the study showed far superior performance to the existing inorganic coagulants such as Alum and Iron salt(FeSO4) when compared to their wastewater treatment performance in color and COD removal. Besides, it was not frozen at -25 deg C {approx} -30 deg C. When reagents 'KAERI-I and KAERI-II' were used as coagulant for wastewater treatment, the proper dosage was ranged from 0.1% to 0.5%(v/v) and proper pH range was 10.5 {approx} 11.5 in the area of alkaline pH.Reagents 'KAERI-I and KAERI-II' showed good performance with 95% or more removal of color-causing material and 60% or more removal of COD.

  8. Chemical oxygen demand reduction in coffee wastewater through chemical flocculation and advanced oxidation processes

    Institute of Scientific and Technical Information of China (English)

    ZAYAS Pérez Teresa; GEISSLER Gunther; HERNANDEZ Fernando

    2007-01-01

    The removal of the natural organic matter present in coffee processing wastewater through chemical coagulation-flocculatio and advanced oxidation processes(AOP)had been studied.The effectiveness of the removal of natural organic matter using commercial flocculants and UV/H202,UVO3 and UV/H-H202/O3 processes was determined under acidic conditions.For each of these processes,different operational conditions were explored to optimize the treatment efficiency of the coffee wastewater.Coffee wastewater is characterized by a high chemical oxygen demand(COD)and low total suspended solids.The outcomes of coffee wastewater reeatment using coagulation-flocculation and photodegradation processes were assessed in terms of reduction of COD,color,and turbidity.It was found that a reductiOn in COD of 67%could be realized when the coffee wastewater was treated by chemical coagulation-flocculatlon witll lime and coagulant T-1.When coffee wastewater was treated by coagulation-flocculation in combination with UV/H202,a COD reduction of 86%was achieved,although only after prolonged UV irradiation.Of the three advanced oxidation processes considered,UV/H202,uv/03 and UV/H202/03,we found that the treatment with UV/H2O2/O3 was the most effective,with an efficiency of color,turbidity and further COD removal of 87%,when applied to the flocculated coffee wastewater.

  9. Assessment of endotoxin activity in wastewater treatment plants.

    Science.gov (United States)

    Guizani, Mokhtar; Dhahbi, Mahmoud; Funamizu, Naoyuki

    2009-07-01

    Endotoxic material, commonly associated to biological reactions, is thought to be one of the most important constituents in water. This has become a very important topic because of the common interest in microbial products governed by the possible shift to water reuse for drinking purposes. In this light, this study was conducted to provide an assessment of endotoxic activity in reclaimed wastewater. A bacterial endotoxin test (LAL test) was applied to water samples from several wastewater treatment plants (WWTP) in Sapporo, Japan keeping in view the seasonal variation. Samples were taken from several points in WWTP (influent, effluent, return sludge, advanced treatment effluent). The findings of this study indicated that wastewater shows high endotoxin activity. The value of Endotoxin (Endo) to COD ratio in the effluent is usually higher than that of the influent. Moreover, it is found that wastewater contains initially endotoxic active material. Some of those chemicals are biodegradable and but most of them are non-biodegradable. Batch scale activated sludge studies were undertaken to understand the origin of endotoxic active material in the effluent. This study showed that those chemicals are mainly produced during biological reactions, more precisely during decay process. Moreover, raw wastewater (RWW) contains high amounts of organic matter having endotoxicity which remains in the effluent.

  10. Reduction of organic trace compounds and fresh water consumption by recovery of advanced oxidation processes treated industrial wastewater.

    Science.gov (United States)

    Bierbaum, S; Öller, H-J; Kersten, A; Klemenčič, A Krivograd

    2014-01-01

    Ozone (O(3)) has been used successfully in advanced wastewater treatment in paper mills, other sectors and municipalities. To solve the water problems of regions lacking fresh water, wastewater treated by advanced oxidation processes (AOPs) can substitute fresh water in highly water-consuming industries. Results of this study have shown that paper strength properties are not impaired and whiteness is slightly impaired only when reusing paper mill wastewater. Furthermore, organic trace compounds are becoming an issue in the German paper industry. The results of this study have shown that AOPs are capable of improving wastewater quality by reducing organic load, colour and organic trace compounds.

  11. Removal of Arsenic from Wastewaters by Airlift Electrocoagulation: Part 3: Copper Smelter Wastewater Treatment

    DEFF Research Database (Denmark)

    Hansen, H.K.; Ottosen, Lisbeth M.

    2010-01-01

    -arsenate precipitates. This work evaluates the feasibility of EC as a treatment process at various stages during conventional copper smelter wastewater treatment - with a focus on arsenic. The reactor used is a batch airlift electrocoagulator. The results showed that raw copper smelter wastewater was difficult to treat......The arsenic content in wastewater is of major concern for copper smelters. A typical complex wastewater treatment is needed with a combination of chemical and physical processes. Electrocoagulation (EC) has shown its potential for arsenic removal due to the formation of ferric hydroxide...... threshold value for wastewater discharge could rapidly be reached when the conventional method did not clean the wastewater sufficiently....

  12. LAW CAPACITY WASTEWATER TREATMENT PLANTS

    Directory of Open Access Journals (Sweden)

    Nicoleta Luminiţa Jurj

    2012-01-01

    Full Text Available The question of small water users having no centralized wastewater collecting, cleaning and discharging system is of maximal actuality in Romania. Therefor economically efficient solutions are looked for. For disperse mountain villages, farms, or detached households traditional systems, with high maintenance expences because of long networks for small flows, can be economicaly not advantageos. Very small capacity treatement plants are a solution for such cases. The aim of the experimental part of the present work is to simulate situations, damages which can occur during running of a low capacity wastewater treatement plant. Low capacity hosehold wastewater treatement plants are economic alternatives which remove the disadvantages of emptyable basins namely the high costs, the frequvent empying operations, with unpleasant smelling, continous danger of groundwater infection, need for massive and expensive concrete buildings. The proposed plants are based on a classical treatement technology and need emptying of the exess mud only once or twice a year. In opposition with the case of classical plants, the mixture extracted from the proposed low cost systems does not smell and has a relatively low content of solid matter.

  13. Domestic wastewater treatment in developing countries

    Energy Technology Data Exchange (ETDEWEB)

    Mara, Duncan

    2004-09-15

    Details methods of domestic wastewater treatment that are especially suitable in developing countries. The emphasis is on low-cost, low-energy, low-maintenance, high-performance systems that contribute to environmental sustainability by producing effluents that can be safely and profitably used in agriculture for crop irrigation and/or in aquaculture for fish and aquatic vegetable pond fertilization. Modern design methodologies, with worked design examples, are described for waste stabilization ponds (WSPs), wastewater storage and treatment reservoirs, constructed wetlands, upflow anaerobic sludge blanket reactors, biofilters, aerated lagoons and oxidation ditches. (Author)

  14. Wastewater treatment modelling: dealing with uncertainties

    DEFF Research Database (Denmark)

    Belia, E.; Amerlinck, Y.; Benedetti, L.;

    2009-01-01

    This paper serves as a problem statement of the issues surrounding uncertainty in wastewater treatment modelling. The paper proposes a structure for identifying the sources of uncertainty introduced during each step of an engineering project concerned with model-based design or optimisation...... of a wastewater treatment system. It briefly references the methods currently used to evaluate prediction accuracy and uncertainty and discusses the relevance of uncertainty evaluations in model applications. The paper aims to raise awareness and initiate a comprehensive discussion among professionals on model...

  15. 膜处理工艺在焦化废水深度处理中的应用%On the membrane treatment of coking wastewater as an advanced treatment

    Institute of Scientific and Technical Information of China (English)

    李国忠; 葛丰华; 杜连喜

    2014-01-01

    Coke-plant wastewater , contaminated by various pollutants , consists of complex compo-nents,and it lacks biodegradability .The discharging water after the advanced treatments of hyper-fil-tration and nanofiltration membrane can be used for recycled water .The factors that will influence the running of the membrane treatment system such as the inlet water quality ,operation mode and mem-brane cleaning are summarized .%针对焦化废水生化处理后出水成分复杂、污染物种类多、可生化性差等特点,应用超滤、纳滤膜处理工艺对其进行深度处理,出水可回用于循环水。从进水水质、运行方式及膜清洗方面对影响膜处理系统运行的因素进行了总结。

  16. 污水厌氧生物处理监控技术研究进展%Research advance of monitoring technologies of anaerobic biological treatment of wastewater

    Institute of Scientific and Technical Information of China (English)

    常佳; 费学宁; 郝亚超; 李彤鲜; 朱慧芳

    2013-01-01

      在厌氧生物处理技术中,通过对各类厌氧菌在工艺运行期间的形态变化及其在污泥中的分布的实时监控,合理把握厌氧工艺进程,充分发挥厌氧菌的各自优势,对废水处理效率的提高具有重要意义。本文介绍了厌氧工艺进程实时监控技术的研究进展,从反应器启动运行中常规指标监测、菌群形态学监测方法及分子生物学监测技术三方面对监控技术加以论述;归纳比较了各方法在监测准确度和灵敏度上的差异,并在此基础上提出了将传统监测方法和分子生物学技术进行结合、将荧光探针标记靶点转移到细胞膜表面等建议,展望了分子生物学技术在污水厌氧生物处理监控领域的应用前景。%  In anaerobic biological treatment of wastewater,real-time monitoring of anaerobic bacteria morphologic change and distribution in the sludge,and process control are important to increase wastewater treatment efficiency. This paper presented the developments of monitoring technologies processing this area. Determination of conventional indicators of reactor start-up,monitoring methods of bacterial communities’ morphology and molecular biology monitoring technologies were stated. The differences in accuracy and sensitivity among the three methods were summarized and compared. Combining the traditional monitoring methods with molecular biology techniques and transferring the target of fluorescent probe to the surface of cell membrane were also suggested as possible improvements. Furthermore,the application prospects of molecular biology techniques in the monitoring fields of anaerobic biological treatment of wastewater were proposed.

  17. Research on Advanced Treatment of Brewery Wastewater by Ozonation%臭氧氧化法深度处理啤酒废水的研究

    Institute of Scientific and Technical Information of China (English)

    凌玉成

    2012-01-01

    在啤酒废水的处理中,仅依靠生物处理工艺很难达到《城镇污水处理厂污染物排放标准》中的一级A标准。采用臭氧氧化法对二沉池出水进行深度处理,针对臭氧的除污效果和氧化特征进行研究。试验采用批量试验方法,通过调整不同的反应时间来控制臭氧投加量。试验结果表明,臭氧对二沉池出水中的细菌总数、总大肠菌群数、TOC、UV254和色度都具有较好的去除效果,在与臭氧反应10 min时,臭氧对各指标的去除率分别为100%、100%、67.2%、65.9%和96.4%。%It is difficult to achieve the standard of first class A as prescribed in "Discharge Standard of Pollutants for Munici- pal Wastewater Treatment Plant" by adopting only biological treatment processes in brewery wastewater treatment. The secondary effluent has been treated by ozonation, and the oxidation characteristics and pollutants removal effects of ozone have been re- searched. The batch test method was used to control the ozone dosage by adjusting the ozone reacting time. The results show that ozone has a higher removal efficiency of the total bacterial count, the total coliform groups, TOC, UV254 and color. Reacted with ozone for 10 minutes, the removal efficiency of various indicators were 100% ,100% ,67. 2% ,65.9% and 96. 4%, respectively.

  18. 高级氧化技术在废水处理中的应用研究进展%Application and Progress of Advanced Oxidation Processes inWastewater Treatment

    Institute of Scientific and Technical Information of China (English)

    钟理; 詹怀宇

    2000-01-01

    探讨了高级氧化技术(Advanced Oxidation Processes,即AOPs)如:O3/H2O2,Fenton试剂均相湿式催化氧化;H2O2/UV、O3/UV、O3/H2O2/UV均相光催化氧化;多相湿式催化氧化,多相光催化氧化,多相催化和生化氧化等过程处理废水及其反应机理,论述了AOPs技术在工业废水处理方面的研究进展。%The wastewater treatment and reaction mechanism by Advanced Oxidation Processes such as homogeneous wet catalytic oxidation of O3/H2O2 and Fenton agent, homogeneous photocatalytic oxidation of H2O2/UV,O3/UV and O2/H2O2/UV, and heterogeneous wet catalytic oxidation, heterogeneous photocatalytic oxidation, heterogeneous catalytic and biochemical oxidation were explored. The investigation and progress of AOPs technique in industrial wastewater treatment were overviewed.

  19. Combined biological fluidized bed-advanced catalytic oxidation process used for pharmacy wastewater treatment%生物流化床—高级催化氧化工艺处理制药废水

    Institute of Scientific and Technical Information of China (English)

    杜家绪; 买文宁; 王敏; 唐启

    2016-01-01

    采用生物流化床—高级催化氧化工艺处理制药废水,介绍了制药废水处理工程的工艺流程、工艺设计、调试方法、处理效果和工程效益.运行结果表明,该系统处理效果好且运行稳定,出水水质满足《混装制剂类制药工业水污染物排放标准》(GB 21908—2008)表2标准.%The combined biological fluidized bed-advanced catalytic oxidation process has been designed for the treatment of pharmacy wastewater. The process flow,process design,debugging methods,treatment effect and engi-neering benefit of the pharmacy wastewater treatment project are introduced. The running results show that the treat-ment effect of the system is good,it runs steadily,and the effluent quality meets the requirements specified in Tab. 2 of the Discharge Standards of Water Pollutants for Pharmaceutical Industry Mixing/Compounding and Formulati on Category(GB 21908—2008).

  20. Bioaugmentative Approaches for Dairy Wastewater Treatment

    Directory of Open Access Journals (Sweden)

    Irina Schneider

    2010-01-01

    Full Text Available Problem statement: The achievement of a good ecological status of water receivers after discharge of waste or partially treated water from dairy industry requires harmonic interaction between water treatment technology and self-purification processes. Approach: The present research included two modules. First: an anaerobic treatment process for dairy wastewater in broadly spread sequencing batch bioreactor with fixed biomass was studied. As a source of active biological system specially treated and acclimated activated sludge from Sofia Wastewater Treatment Plant was used. The acclimation and immobilization of initially inoculated biomass, the addition of microbiological preparations and its modification for increase of the biodegradation activity to target pollutants were studied as opportunities for the stimulation of water treatment process in bioreactors and water receiver. Second: self-purification processes in а water receiver for partially treated dairy wastewater were investigated. The functional role and restructuring of the microbial communities in the water, sediment water and sediments were studied. Results: The results showed that the most important approaches for achieving high effectiveness of wastewater treatment process were both the acclimation and immobilization of biomass. In that aspect the data for the water receiver confirmed this conclusion. These two processes increased biodegradation effectiveness of the target pollutant (protein with 67%. Conclusion: The effect of the added preparations was smaller (protein biodegradation was increased to 9% for the different biological systems. It was thoroughly related to low improvement of the rate of metabolism and functioning of the biological system mainly on an enzyme level.

  1. Efficiency of domestic wastewater treatment plant for agricultural reuse

    OpenAIRE

    2015-01-01

    The increasing demand for water has made the treatment and reuse of wastewater a topic of global importance. This work aims to monitor and evaluate the efficiency of a wastewater treatment plant’s (WWTP) physical and biological treatment of wastewater by measuring the reduction of organic matter content of the effluent during the treatment and the disposal of nutrients in the treated residue. The WWTP has been designed to treat 2500 liters of wastewater per day in four compartments: a septic ...

  2. Enhancing Biological Wastewater Treatment with Chitosan

    Institute of Scientific and Technical Information of China (English)

    陈亮; 陈东辉; 朱珺

    2003-01-01

    Chitin and chitosan have been applied to biological wastewater treatment.From a number of parallel comparison experiments,it can be concluded that the application of chitin and chitosan can both enhance the biological treatment,besides which chitosan is more efficient than chitin.The study on the enhancement mechanism reveals the difference between the two additives:chitosan improves the sludge structure and settlibility,while chitin acts as a kind of carrier for microorganism in the biological treatment system.

  3. Practice of Advanced Treatment Process for Coking Wastewater in Bayuquan Company of Ansteel%鞍钢鲅鱼圈焦化废水深度处理工艺实践

    Institute of Scientific and Technical Information of China (English)

    张勇; 赵恒波; 杨大立; 孙大鹏

    2015-01-01

    针对鞍钢股份有限公司鲅鱼圈钢铁分公司焦化废水A2/O生物系统处理后出水COD、总氰及氨氮仍很难达标,生物处理段处理效果不好等问题,对臭氧催化氧化及电絮凝焦化废水深度处理工艺进行了研究。工业实践表明,将原A2/O生物系统出水经臭氧催化氧化深度处理后,COD和总氰化物去除率分别达到66%和84%,出水指标达到设计要求,环境效益显著。%The advanced treatment processes for coking wastewater based on the catalytic ozonation method and the electric coagulation method were studied with regard to the problems that the content of COD, total cyanide and ammonia nitrogen in effluent water obtained by the A2/O biological treatment system for coking wastewater in Bayuquan Iron &Steel Subsidiary Company of Angang Steel Co., Ltd. was far away from meeting the standard values and the treatment efficiency in biological treatment stage was not favorable. The practice shows that the removal rates of COD and total cyanide of effluent water which was obtained by the A2/O biological treatment system retreated by the advanced treatment process based on catalytic ozonation method were improved to 66% and 84% respectively and therefore indexes of effluent water can meet the values required by design standards while the environmental benefits are remarkable.

  4. Developing Anammox for mainstream municipal wastewater treatment

    NARCIS (Netherlands)

    Lotti, T.

    2016-01-01

    Conventional wastewater treatment plants (WWTPs), like activated sludge systems, are energy demanding requiring a large electrical energy supply (e.g. 25 kWh PE-1 year-1) which, especially during peak-load periods, may account for an important quote of the grid installed power of the surrounding are

  5. Denitrifying bioreactor clogging potential during wastewater treatment

    Science.gov (United States)

    Chemoheterotrophic denitrification technologies using woodchips as a solid carbon source (i.e., woodchip bioreactors) have been widely trialed for treatment of diffuse-source agricultural nitrogen pollution. There is growing interest in the use of this simple, relatively low-cost biological wastewat...

  6. Electrochemical treatment of deproteinated whey wastewater and optimization of treatment conditions with response surface methodology.

    Science.gov (United States)

    Güven, Güray; Perendeci, Altunay; Tanyolaç, Abdurrahman

    2008-08-30

    Electrochemical treatment of deproteinated whey wastewater produced during cheese manufacture was studied as an alternative treatment method for the first time in literature. Through the preliminary batch runs, appropriate electrode material was determined as iron due to high removal efficiency of chemical oxygen demand (COD), and turbidity. The electrochemical treatment conditions were optimized through response surface methodology (RSM), where applied voltage was kept in the range, electrolyte concentration was minimized, waste concentration and COD removal percent were maximized at 25 degrees C. Optimum conditions at 25 degrees C were estimated through RSM as 11.29 V applied voltage, 100% waste concentration (containing 40 g/L lactose) and 19.87 g/L electrolyte concentration to achieve 29.27% COD removal. However, highest COD removal through the set of runs was found as 53.32% within 8h. These results reveal the applicability of electrochemical treatment to the deproteinated whey wastewater as an alternative advanced wastewater treatment method.

  7. Biochemical reaction engineering and process development in anaerobic wastewater treatment.

    Science.gov (United States)

    Aivasidis, Alexander; Diamantis, Vasileios

    2005-01-01

    Developments in production technology have frequently resulted in the concentrated local accumulation of highly organic-laden wastewaters. Anaerobic wastewater treatment, in industrial applications, constitutes an advanced method of synthesis by which inexpensive substrates are converted into valuable disproportionate products. A critical discussion of certain fundamental principles of biochemical reaction engineering relevant to the anaerobic mode of operation is made here, with special emphasis on the roles of thermodynamics, kinetics, mass and heat transfer, reactor design, biomass retention and recycling. The applications of the anaerobic processes are discussed, introducing the principles of an upflow anaerobic sludge bed reactor and a fixed-bed loop reactor. The merits of staging reactor systems are presented using selected examples based on two decades of research in the field of anaerobic fermentation and wastewater treatment at the Forschungszentrum Julich (Julich Research Center, Germany). Wastewater treatment is an industrial process associated with one of the largest levels of mass throughput known, and for this reason it provides a major impetus to further developments in bioprocess technology in general.

  8. Developing Anammox for mainstream municipal wastewater treatment

    OpenAIRE

    Lotti, T

    2016-01-01

    Conventional wastewater treatment plants (WWTPs), like activated sludge systems, are energy demanding requiring a large electrical energy supply (e.g. 25 kWh PE-1 year-1) which, especially during peak-load periods, may account for an important quote of the grid installed power of the surrounding area. Only across the EU, there are 16000 WWTPs that consume around 10000 GWh year-1 of electricity. Furthermore, the volume of wastewater treated in WWTPs in the EU is increasing with a rate of aroun...

  9. Research on the advanced treatment of refinery wastewater%炼油污水深度处理试验研究

    Institute of Scientific and Technical Information of China (English)

    龚小芝

    2013-01-01

    The effluent water from secondary settling tank in the wastewater treatment plant of a refinery,as the water source,has been treated by the combined process of pretreatment-ultrafiltration-reverse osmosis.The water produced by this combined process can be reused as make-up water for the desalted water plant.The said pretreatment process includes the processes of efficient fiber filter,biological activated carbon and electrocoagulation.The experimental results show that the combined process of efficient fiber filter-biological activated carbon-electrocoagula-tion-ultrafiltration-reverse osmosis is feasible and effective.After the refinery wastewater is treated by this process,the oil,CODMn,and NH3-N contained in the effluent would be less than 1 mg/L,1 mg/L,and 1 mg/L,respectively,meeting the requirements for ion exchange resin influent water in the refinery.%以某炼油厂的污水场二沉池外排污水为水源,经预处理+超滤+反渗透工艺处理后产水回用于脱盐水站补水.其中预处理包括高效纤维过滤、生物活性炭和电絮凝.试验结果表明,高效纤维过滤+生物活性炭+电絮凝+超滤+反渗透工艺可行,炼油废水经过该工艺处理后,出水中油≤1 mg/L、CODMn≤1 mg/L、氨氮≤l mg/L,达到了该厂对离子交换树脂进水要求.

  10. Sterols indicate water quality and wastewater treatment efficiency.

    Science.gov (United States)

    Reichwaldt, Elke S; Ho, Wei Y; Zhou, Wenxu; Ghadouani, Anas

    2017-01-01

    As the world's population continues to grow, water pollution is presenting one of the biggest challenges worldwide. More wastewater is being generated and the demand for clean water is increasing. To ensure the safety and health of humans and the environment, highly efficient wastewater treatment systems, and a reliable assessment of water quality and pollutants are required. The advance of holistic approaches to water quality management and the increasing use of ecological water treatment technologies, such as constructed wetlands and waste stabilisation ponds (WSPs), challenge the appropriateness of commonly used water quality indicators. Instead, additional indicators, which are direct measures of the processes involved in the stabilisation of human waste, have to be established to provide an in-depth understanding of system performance. In this study we identified the sterol composition of wastewater treated in WSPs and assessed the suitability of human sterol levels as a bioindicator of treatment efficiency of wastewater in WSPs. As treatment progressed in WSPs, the relative abundance of human faecal sterols, such as coprostanol, epicoprostanol, 24-ethylcoprostanol, and sitostanol decreased significantly and the sterol composition in wastewater changed significantly. Furthermore, sterol levels were found to be correlated with commonly used wastewater quality indicators, such as BOD, TSS and E. coli. Three of the seven sterol ratios that have previously been used to track sewage pollution in the environment, detected a faecal signal in the effluent of WSPs, however, the others were influenced by high prevalence of sterols originating from algal and fungal activities. This finding poses a concern for environmental assessment studies, because environmental pollution from waste stabilisation ponds can go unnoticed. In conclusion, faecal sterols and their ratios can be used as reliable indicators of treatment efficiency and water quality during wastewater

  11. Bioaugmentative Approaches for Dairy Wastewater Treatment

    OpenAIRE

    Irina Schneider; Yana Topalova

    2010-01-01

    Problem statement: The achievement of a good ecological status of water receivers after discharge of waste or partially treated water from dairy industry requires harmonic interaction between water treatment technology and self-purification processes. Approach: The present research included two modules. First: an anaerobic treatment process for dairy wastewater in broadly spread sequencing batch bioreactor with fixed biomass was studied. As a source of active biological sy...

  12. Prevalence and fate of Giardia cysts in wastewater treatment plants.

    Science.gov (United States)

    Nasser, A M; Vaizel-Ohayon, D; Aharoni, A; Revhun, M

    2012-09-01

    The present study was conducted to review factors affecting the prevalence and concentration of Giardia in raw wastewater. The removal and inactivation efficiency of Giardia by wastewater treatment technologies was also reviewed. Data published for the prevalence of Giardia in wastewater and the removal by wastewater treatment plants was reviewed. Giardia cysts are highly prevalent in wastewater in various parts of the world, which may reflect the infection rate in the population. In 23 of 30 (76.6%) studies, all of the tested raw wastewater samples were positive for Giardia cysts at concentrations ranging from 0.23 to 100 000 cysts l(-1). The concentration of Giardia in raw wastewater was not affected by the geographical region or the socio-economic status of the community. Discharge of raw wastewater or the application of raw wastewater for irrigation may result in Giardia transmission. Activated sludge treatment resulted in a one to two orders of magnitude reduction in Giardia, whereas a stabilization pond with a high retention time removed up to 100% of the cysts from wastewater. High-rate sand filtration, ultrafiltration and UV disinfection were reported as the most efficient wastewater treatment methods for removal and disinfection of Giardia cysts. Wastewater treatment may not totally prevent the environmental transmission of Giardia cysts. The reviewed data show that a combination of wastewater treatment methods may results in efficient removal of Giardia cysts and prevent their environmental transmission.

  13. MEMBRANE BIOREACTOR FOR TREATMENT OF RECALCITRANT WASTEWATERS

    Directory of Open Access Journals (Sweden)

    Suprihatin Suprihatin

    2012-02-01

    Full Text Available The low biodegradable wastewaters remain a challenge in wastewater treatment technology. The performance of membrane bioreactor systems with submerged hollow fiber micro- and ultrafiltration membrane modules were examined for purifying recalcitrant wastewaters of leachate of a municipal solid waste open dumping site and effluent of pulp and paper mill. The use of MF and UF membrane bioreactor systems showed an efficient treatment for both types wastewaters with COD reduction of 80-90%. The membrane process achieved the desirable effects of maintaining reasonably high biomass concentration and long sludge retention time, while producing a colloid or particle free effluent. For pulp and paper mill effluent a specific sludge production of 0.11 kg MLSS/kg COD removed was achieved. A permeate flux of about 5 L/m²h could be achieved with the submerged microfiltration membrane. Experiments using ultrafiltration membrane produced relatively low permeate fluxes of 2 L/m²h. By applying periodical backwash, the flux could be improved significantly. It was indicated that the particle or colloid deposition on membrane surface was suppressed by backwash, but reformation of deposit was not effectively be prevented by shear-rate effect of aeration. Particle and colloid started to accumulate soon after backwash. Construction of membrane module and operation mode played a critical role in achieving the effectiveness of aeration in minimizing deposit formation on the membrane surface.

  14. 焦化废水臭氧催化氧化深度处理试验研究%Study on advanced treatment of coking wastewater using ozone catalytic oxidation process

    Institute of Scientific and Technical Information of China (English)

    刘璞; 王丽娜; 张垒; 付本全; 刘尚超; 刘霞; 王凯军

    2016-01-01

    A test of coking wastewater treatment using ozone and three kinds of catalysts was carried out, the results showed that, catalysts could greatly improve the oxidation efficiency of ozone and shorten the oxidation time as well. The maximal removal rates of UV254 and COD by ozone catalytic oxidation reached 71.03% and 50.36%respectively, the effluent COD concentration met the requirement of GB 16171—2012 Emission Standard of Pollutants for Coking Chemical Industry, the biodegradability of the wastewater was improved, which was bene-ficial to advanced treatment.%采用单独臭氧和3种不同催化剂对焦化废水进行臭氧催化氧化试验,试验结果表明,催化剂可以大大提高臭氧氧化效率,缩短氧化时间。臭氧催化氧化对UV254和COD去除率最高分别可达71.03%和50.36%,出水COD浓度满足GB 16171—2012《炼焦化学工业污染物排放标准》,废水可生化性提高,有利于进一步深度处理。

  15. 制浆造纸废水复合仿酶深度处理技术反应机理研究%Reaction Mechanism of Advanced Treatment of Pulp and Paper Wastewater with Composite Biomimetic Enzyme

    Institute of Scientific and Technical Information of China (English)

    刘勃; 洪卫; 苏颖; 庄会栋; 季华东; 邹晓凤

    2013-01-01

    The advanced treatment of pulp and paper wastewater was carried out by using composite biomimetic enzyme process. The changes of TOC and Fe element, the average molecular weight of reaction products in the wastewater after composite biomimetic enzyme treatment were investigated and the reaction products were analyzed by GC-MS, IR and XPS. The controlling, guiding and terminating paths of free radical reaction in composite biomimetic enzyme process were clarified, and the reaction mechanism of "modest oxide-reactive precipitation" was proposed.%针对制浆造纸废水的复合仿酶深度处理技术,通过对复合仿酶处理前后的总有机碳(TOC)、Fe元素变化,对复合仿酶处理废水的反应产物与废水有机污染物凝胶渗透色谱(GPC)、气相色谱-质谱(GC-MS)、红外光谱图(IR),以及对复合仿酶处理废水反应产物的X射线光电子能谱(XPS)的分析研究,明晰了复合仿酶处理体系对自由基反应的控制、引导和终止路径,揭示了“适度氧化-反应沉淀”的反应机理.

  16. Simulation of wastewater treatment plant within integrated urban wastewater models.

    Science.gov (United States)

    Heusch, S; Kamradt, B; Ostrowski, M

    2010-01-01

    In the federal state of Hesse in Germany the application of an integrated software modelling framework is becoming part of the planning process to attain legal approval for the operation of combined sewer systems. The software allows for parallel simulation of flow and water quality routing in the sewer system and in receiving rivers. It combines existing pollution load model approaches with a simplified version of the River Water Quality Model No. 1 (RWQM1). Comprehensive simulation of the wastewater treatment plant (WWTP) is not considered yet. The paper analyses alternatives for the implementation of a WWTP module to model activated sludge plants. For both primary and secondary clarifiers as well as for the activated sludge process concepts for the integration into the existing software framework were developed. The activated sludge concept which uses a linearized version of the well known ASM1 model is presented in detail.

  17. STUDY ON THE ADVANCED TREATMENT OF LINCOMYCIN WASTEWATER AND ENGINEERING APPLICATION%洁霉素废水深度处理研究与工程应用

    Institute of Scientific and Technical Information of China (English)

    王宗华; 郑伟花; 贾虎

    2013-01-01

    利用ABR-A-O组合工艺对洁霉素处理后的出水进行深度处理,对工程设计参数进行探索.结果表明,ABR、A、O停留时间分别为8、6、20h,经混凝脱色后出水色度、悬浮物等指标均能达到发酵类制药工业水污染物排放标准(GB 21903-2008),COD、NH3-N达到当地环保部门补充要求,且运行效果稳定,费用较低.%A combination process of ABR-A-O bioreactor for lincomycin wastewater treatment was described to get an exploration of engineering design parameters.The results show that after the flocculation decolorization process,all of the indexes,such as colourity,suspended solid,can reach the requirement of the discharge stardard of water pollutants for pharmaceutical industry-fermentation products category (GB 21903-2008).COD and NH3-N can reach supplemental requirements of the local environmental protection department.In addition,this process has stable operation effect and low cost.

  18. Cheese whey wastewater: characterization and treatment.

    Science.gov (United States)

    Carvalho, Fátima; Prazeres, Ana R; Rivas, Javier

    2013-02-15

    Cheese whey wastewater (CWW) is a strong organic and saline effluent whose characterization and treatment have not been sufficiently addressed. CWW composition is highly variable due to raw milk used, the fraction of non valorized cheese whey and the amount of cleaning water used. Cheese whey wastewater generation is roughly four times the volume of processed milk. This research tries to conduct an exhaustive compilation of CWW characterization and a comparative study between the different features of CWW, cheese whey (CW), second cheese whey (SCW) and dairy industry effluents. Different CWW existing treatments have also been critically analyzed. The advantages and drawbacks in aerobic/anaerobic processes have been evaluated. The benefits of physicochemical pre-stages (i.e. precipitation, coagulation-flocculation) in biological aerobic systems are assessed. Pre-treatments based on coagulation or basic precipitation might allow the application of aerobic biodegradation treatments with no dilution requirements. Chemical precipitation with lime or NaOH produces a clean wastewater and a sludge rich in organic matter, N and P. Their use in agriculture may lead to the implementation of Zero discharge systems.

  19. Treatment of Distillery Wastewater by Anaerobic Methods

    Directory of Open Access Journals (Sweden)

    Vandana Patyal

    2015-12-01

    Full Text Available One of the major environmental problems faced by the world is management of wastes. Industrial processes create a wide range of wastewater pollutants; which are not only difficult but costly to treat. Characteristics of wastewater and level of pollutants vary significantly from industry to industry. To control this problem today emphasis is laid on waste minimization and revenue generation through by-product and energy recovery. Pollution prevention focuses on preventing the harmful effect of generated wastewater on the environment, while waste minimization refers to reducing the volume or toxicity of hazardous wastes by water recycling and reuse, process modifications and by by-product recovery. Production of ethyl alcohol in distilleries based on cane sugar molasses constitutes a major industry in Asia and South America. The world’s total production of alcohol from cane molasses is more than13 million m3 /annum. The aqueous distillery effluent stream known as spent wash is a dark brown highly organic effluent and is approximately 12-15 times by volume of the product alcohol. This highly aqueous, organic soluble containing residue is considered a troublesome and potentially polluting waste due to its extremely high BOD and COD values. Because of the high concentration of organic load, distillery spent wash is a potential source of renewable energy. The paper reviews the possibility of anaerobic treatment of the distillery wastewater.

  20. A Research and Discussion on UHR Process in Advanced Treatment of Coking Wastewater%UHR工艺在深度处理焦化废水中的研究与探讨

    Institute of Scientific and Technical Information of China (English)

    龙泽勇

    2016-01-01

    The UHR process flow, characteristics and technical research on UHR advanced treatment of coking wastewater are introduced. Research results showed that UHR system operates very stably with good water quality, which fully meets national secondary discharge standard, and low COD and ammonia nitrogen content in the reverse osmosis concentrated water, which can satisfy the requirements of casting slag.%介绍了UHR工艺流程、特点及在深度处理焦化废水中的技术研究。研究表明:UHR系统运行十分稳定,出水水质良好,完全达到国家二级排放标准;反渗透浓水COD和氨氮含量小,能够满足浇渣的要求。

  1. Study on Advanced Treatment of Printed Circuit Board Wastewater By MBR Process%MBR工艺深度处理印刷电路板废水的研究

    Institute of Scientific and Technical Information of China (English)

    聂凯; 黄伊丕; 潘涌璋; 叶林顺

    2014-01-01

    分别采用陶瓷膜和超滤膜生物反应器对某印刷电路板(PCB)厂现有废水处理厂出水进行深度处理研究。结果表明:在进水COD 191.2〜270.4 mg/L,氨氮30〜50 mg/L,MLSS 6500 mg/L,DO 4〜8 mg/L,反应时间为5 h的条件下,两种膜生物反应器出水COD和氨氮的浓度分别低于99.2 mg/L和0.759 mg/L,达到《污水综合排放标准》(GB8978-1996)中的一级排放标准。%The ceramic and hollow fiber ultrafiltration membrane bioreactors were separately applied for advanced treatment of the printed circuit board (PCB) wastewater. The results show that ,when concentration of dissolved oxygen (DO) is 4.0~8.0 mg/L , hydrodynamic retention time (HRT) is 5 h, MLSS is 6500 mg/L , COD and ammonia nitrogen are 191.2~270.4 mg/L and 30.0~50.0 mg/L respectively, COD and ammonia nitrogen in the effluent from membrane bioreactors are less 99.2 mg/L and 0.759 mg/L respectively;The quality of treated wastewater can meet the first grade of Integrated Wastewater Discharge Standard GB8978-1996.

  2. Winery Wastewater Treatment Applying Aerated Submerged

    Directory of Open Access Journals (Sweden)

    Alessandra Pellizzaro Bento

    2010-06-01

    Full Text Available The winery wastewater usually shows conditions of low pH, high organic loads and concentrations of carbon, nitrogen and phosphorus that are inappropriate for biologic treatment. The purpose of this research was to apply the technology of aerated submerged biofilter (ASB for the winery effluent treatment during the harvest (ASB 1 and non harvest (ASB 2 at lab scale. Therefore, two up flow biofilter built on glass (5 liters volume were installed. The nutrient balance of the winery wastewater was adjusted and the correction of the pH was done by oyster shell used as filter material. The efficiency removal (COD for the harvest reactor was 90% while for the non harvest was 82%. The oyster shells contributed to an increase on average of 180 mg/L of alkalinity to the BAS 1 and 318 mg/L for the BAS 2. As regards the metals, the average values in the treated effluent to meet iron and zinc is permitted by the environmental standards of Santa Catarina. Under the experimental conditions applied in this research, this kind of reactor has presented potential for the treatment of winery wastewater. However, operational improvements would be required in the reactors to adequate them to the specific management into the wineries.

  3. A Study of Advanced Treatment for Coking Wastewater by Ultrafiltration Membrane and Reverse Osmosis Technology%双膜法深度处理焦化废水中试研究

    Institute of Scientific and Technical Information of China (English)

    高爱华

    2012-01-01

    A study was made on advanced treatment of coking wastewater by UF(ultrafiltration menbrane) and RO(reverse osmosis).The results showed that the removal efficiency of SS could reach as high as reach 98.8% by UF,and the average removal efficiency of COD,NH3-N,total hardness and Cl-could be obtained as 94.6%,75.9%,98.3% and 98.6% respectively,andby RO with the recovery ratio as 70%.Besides,the whole system run steadily with high-throughput for UF and long cycle of chemical washing for RO.The study shows that the application of UF and RO for advanced treatment of coking wastewater can ensure the water quality meeting the standard of reused water.%采用超滤+反渗透组合技术对某焦化厂焦化废水进行了深度处理试验研究,结果表明浸没式超滤单元对悬浮物去除效果明显,平均去除率达98.8%;反渗透装置在70%回收率的条件下,对水中COD、氨氮、总硬度及Cl-的平均去除率分别达到94.6%,75.9%,98.3%和98.6%.超滤膜产水通量及运行情况稳定,反渗透膜系统运行稳定,化学清洗周期较长.结论表明采用"超滤+反渗透双膜工艺对焦化废水进行深度处理,可以保证出水水质达到回用水标准.

  4. 流化床三维电极电催化氧化深度处理焦化废水%Advanced treatment of coking wastewater using three-dimensional fluid bed electrode reactor

    Institute of Scientific and Technical Information of China (English)

    张垒; 段爱民; 王丽娜; 付本全; 刘霞; 吴高明

    2012-01-01

    研究了以焦粒为粒子电极的流化床三维电极反应器对二级生化处理后的焦化废水进行深度处理.结果表明:采用以焦粒为粒子电极的流化床三维电极反应器能有效降解废水中的有机物,COD去除率依赖于粒子投加量、电流密度、电导率、pH值、曝气量等操作参数的影响.在电导率(以S计)为7.1m·cm-1,曝气量为160 L·h-1,电流密度(以A计)为48 m·cm-2,pH值为5.0,投加量30 g·L-1时,电解30 min,COD的去除率超过60%,表明流化床三维电极反应器在焦化废水深度处理中有很好工程应用前景.%Advanced treatment of secondary bio-treatment coking wastewater by three-dimensional fluid electrode using coking particles was studied. The experimental results showed that the refractory organics in coking wastewater can be effectively removed by this process, and COD removal rate was affected by the operating parameters, such as coking doze quantity, current density, supporting electrolyte, initial pH, aeration amount. For electrolyses under the conditions of supporting electrolyte: 7.1 mScm-1, aeration amount: 160 L-h-1, current density: 48 mAcm-2, initial pH: 5.0, and coking doze quantity: 30 g-L-1, the electrochemical reactor could have a COD removal rate of more than 60%, which revealed great potential of three-dimensional fluid bed electrode reactor in engineering application as an advanced treatment of coking wastewater.

  5. Constructed Rapid Infiltration/Hybrid Constructed Wetland for Advanced Treatment of Tail Water from Chemical Wastewater Treatment Plant%人工快渗/复合人工湿地工艺处理园区污水厂尾水

    Institute of Scientific and Technical Information of China (English)

    曹明利; 崔康平; 许为义; 洪天求

    2012-01-01

    A combined process of constructed rapid infiltration, two-stage horizontal subsurface flow wetland, surface flow wetland, oxidation pond and tertiary horizontal subsurface flow wetland was designed for advanced treatment of tail water from chemical wastewater treatment plant in an industrial park. The performance of the combined process was investigated in trial operation for a year. The results showed that the whole treatment system had stable performance in treatment of tail water. The average removal rates of COD, NH3 - N and TP were 78. 8% , 86. 9% and 76. 4% respectively. The concentrations of COD, NH3 - N and TP in the effluent all reached the V criteria specified in the Environmental Quality Standards for Surface Water ( GB 3838 - 2002). The combined process had advantages such as low operation cost and convenient operation.%针对某工业园区混合化工污水厂尾水的水质特点,设计了基于水资源循环利用的人工快渗/两级水平潜流湿地/表面流湿地/氧化塘/三级水平潜流湿地组合工艺对其进行深度处理,考察了该工艺运行一年多来对COD、NH3 -N和TP的去除效果.结果表明,该工艺对混合化工污水厂尾水的处理效果较好,对COD、NH3 -N和TP的平均去除率分别为78.8%、86.9%和76.4%,出水COD、NH3-N和TP浓度达到《地表水环境质量标准》(GB 3838-2002)的V类标准,并具有运行费用低、操作方便等优点.

  6. Study on the advanced treatment of synthesis pharmaceutical wastewater by fluidized bed fenton%流体化床Fenton深度处理合成制药废水研究

    Institute of Scientific and Technical Information of China (English)

    王付超; 梅荣武; 刘俊

    2012-01-01

    The fluidized-bed Fenton reactor was employed for advanced treatment of synthesis pharmaceutical wastewater.Through orthogonal tests,the best reaction conditions for synthesis pharmaceutical wastewater treatment were determined as 20 min of HRT,4.0 of initial pH value,4.0 of H2O2/CODcr mass ratio and 15 of H2O2/Fe2+ Moore ratio.Under those optimum conditions,CODcr concentration of the effluent was detected stably below 80 mg/L,which complies with the Class A of Integrated Wastewater Discharge Standard(GB8978-1996).Comparing to the standard Fenton oxidation,the application of fluidized-bed Fenton reactor resulted in an improvement of over 13% on CODcr removal efficiency,as well as a reduction of 70% on sludge yield.Accordingly,the operating costs can be reduced by 28%,which could be controlled within 3.0 yuan/tons wastewater in stable conditions.%采用流体化床Fenton装置深度处理合成制药废水,通过正交试验确定了处理合成制药废水的最佳条件是HRT为20min,初始pH值为4.0,H2O2/CODcr(质量比)为4.0,H2O2/Fe2+(摩尔比)为15,且在最佳条件下出水CODcr稳定在80mg/L以下,可以达到《污水综合排放标准》(GB8979-1996)一级标准。同时将其与标准Fenton氧化法进行对比试验,结果显示流体化床FentonCODcr去除率可提高13%以上,污泥产生量可降低70%,运行成本可减低28%,稳定运行成本可以控制在3.0元/吨废水以内。

  7. Advanced Wastewater Photo-oxidation System Project

    Data.gov (United States)

    National Aeronautics and Space Administration — Pioneer Astronautics proposes an advanced photocatalytic oxidation reactor for enhancing the reliability and performance of Water Recovery Post Processing systems...

  8. Wastewater treatment alternatives for a vegetable and seafood cannery

    OpenAIRE

    Grassiano, James W.

    1990-01-01

    Peeled or whole-pack tomatoes, herring roe and oysters are processed at a Virginia Cannery. Wastewater from each food processing effluent was characterized. Treatment alternatives were investigated for tomato and herring roe wastewaters. For herring roe processing wastewater, the discharge requirement for BOD was nearly met through plain settling, while the TSS limitation was easily achieved by settling out the roe particles" Oyster processing wastewater was found to meet effluent guidelines ...

  9. Performance intensification of Prague wastewater treatment plant.

    Science.gov (United States)

    Novák, L; Havrlíková, D

    2004-01-01

    Prague wastewater treatment plant was intensified during 1994--1997 by construction of new regeneration tank and four new secondary settling tanks. Nevertheless, more stringent effluent limits and operational problems gave rise to necessity for further intensification and optimisation of plant performance. This paper describes principal operational problems of the plant and shows solutions and achieved results that have lead to plant performance stabilisation. The following items are discussed: low nitrification capacity, nitrification bioaugmentation, activated sludge bulking, insufficient sludge disposal capacity, chemical precipitation of raw wastewater, simultaneous precipitation, sludge chlorination, installation of denitrification zones, sludge rising in secondary settling tanks due to denitrification, dosage of cationic polymeric organic flocculant to secondary settling tanks, thermophilic operation of digestors, surplus activated sludge pre-thickening, mathematical modelling.

  10. Adsorption design for wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Cooney, D.O.

    1998-12-31

    Understand the premier method for removing organic contaminants from water. Straight forward explanations and illustrations allow this overview to fill a dual purpose: study manual and design guide. The book discusses basic properties of activated carbons; explains the kinetics of adsorption processes; describes the design of both fixed-bed and batch process adsorption systems; contains useful knowledge that can be extended to other applications of adsorption, including drinking water treatment; and includes many illustrated examples and practice exercises.

  11. Effects of Micronutrient Niacin on Treatment Efficiency of Textile Wastewater

    Institute of Scientific and Technical Information of China (English)

    LIANG Wei; HU Hongying; GU Xin; CHE Yuling; WANG Hui; GUO Yufeng; SONG Yudong

    2006-01-01

    Textile wastewater is well known as one of the wastewaters to be most difficultly treated. The effects of niacin on textile wastewater niacin, the physical and chemical indexes of the water samples, such as COD, ammonia and dehydrogenase activities, were analyzed every day with standard methods, and obvious improvement in wastewater treatcould improve the COD removal efficiency signifcantly with removal rates mental condition, addition of niacin had almost no effect on the removal of ase by 130%. It proved that the biological treatment performance of textile wastewater treatment system probably could be optimized through micronutrient niacin supplement.

  12. Modelling of Activated Sludge Wastewater Treatment

    Directory of Open Access Journals (Sweden)

    Kurtanjeka, Ž.

    2008-02-01

    Full Text Available Activated sludge wastewater treatment is a highly complex physical, chemical and biological process, and variations in wastewater flow rate and its composition, combined with time-varying reactions in a mixed culture of microorganisms, make this process non-linear and unsteady. The efficiency of the process is established by measuring the quantities that indicate quality of the treated wastewater, but they can only be determined at the end of the process, which is when the water has already been processed and is at the outlet of the plant and released into the environment.If the water quality is not acceptable, it is already too late for its improvement, which indicates the need for a feed forward process control based on a mathematical model. Since there is no possibility of retracing the process steps back, all the mistakes in the control of the process could induce an ecological disaster of a smaller or bigger extent. Therefore, models that describe this process well may be used as a basis for monitoring and optimal control of the process development. This work analyzes the process of biological treatment of wastewater in the Velika Gorica plant. Two empirical models for the description of the process were established, multiple linear regression model (MLR with 16 predictor variables and piecewise linear regression model (PLR with 17 predictor variables. These models were developed with the aim to predict COD value of the effluent wastewater at the outlet, after treatment. The development of the models is based on the statistical analysis of experimental data, which are used to determine the relations among individual variables. In this work are applied linear models based on multiple linear regression (MLR and partial least squares (PLR methods. The used data were obtained by everyday measurements of the quantities that indicate the quality of the input and output water, working conditions of the plant and the quality of the activated sludge

  13. Biological wastewater treatment; Tratamiento biologico de aguas residuales

    Energy Technology Data Exchange (ETDEWEB)

    Arnaiz, C.; Isac, L.; Lebrato, J. [Universidad de Sevilla (Spain)

    2000-07-01

    Over the last years, many physical, chemical and biological processes for wastewater treatment have been developed. Biological wastewater treatment is the most widely used because of the less economic cost of investment and management. According to the type of wastewater contaminant, biological treatment can be classified in carbon, nitrogen and phosphorus removal. In this work, biodiversity and microbial interactions of carbonaceous compounds biodegradation are described. (Author) 13 refs.

  14. 电解氧化-AF-MBBR处理维生素C生产废水%Advanced treatment of vitamin C wastewater by electrolytic oxidation and AF-MBBR integrated reactor

    Institute of Scientific and Technical Information of China (English)

    王钊; 胡小兵; 许柯; 任洪强; 郑巧庚

    2011-01-01

    Advanced treatment of the effluent from anaerobic-aerobic biological treatment of vitamin C wastewater with electrolytic oxidation coupled with AF-MBBR integrated reactor was studied. Electrolytic oxidation was effective for decolorization, and the optimal operation conditions were as following: pH of 4, current density of 50 mA/cm2, electrolysis time of 15 min, and the distance of electrodes of 25 mm. Under these conditions, the TOC and chroma of effluents were 97.6~123.2mg/L and 135-155 times respectively. The ratio of BOD5/COD increased from less than 0.1 to about 0.24. Upon pretreatment, the effluent was further treated through AF-MBBR integrated reactor. The TOC, chroma and NH4+-N decreased to 57.18mg/L, 60 times and 2.55mg/L respectively, which primarily discharge met the standards (GB 21903-2008) for fermentation pharmaceutical industry, verifying the feasibility of the combined treatment process for advanced treatment of vitamin C wastewater. The optimum HRT of the integrated reactor was 10h. The addition of 100 mg/L glucose substantially enhanced denitrification and more than 78.1% of TN was removed. It showed that glucose could be used as the appropriate carbon resource for denitrification for advanced treatment of vitamin C wastewater. In addition, ultraviolet and infrared analysis showed that the chromophore was mainly from the carbonyl groups, which could be broken by the electrolytic oxidation and the AF-MBBR biological treatment.%采用电解氧化和厌氧生物滤池-好氧移动床生物膜(AF-MBBR)一体化反应器组合工艺对维生素C生产企业的二级生化出水进行深度处理.结果表明,电解氧化预处理具有较好的脱色效果,优化的运行条件为:pH值为4、电流密度50mA/cm2、极板间距25mm、电解时间15min.此时出水TOC降为97.6~ 123.2mg/L、色度降为135~155倍、BOD√COD从不足0.1提高到0.24左右.出水进入AF-MBBR一体化反应器处理,出水平均TOC、色度和氨氮可分别降至57

  15. Nanoparticles in Constanta-North Wastewater Treatment Plant

    Science.gov (United States)

    Panaitescu, I. M.; Panaitescu, Fanel-Viorel L.; Panaitescu, Ileana-Irina F. V.

    2015-02-01

    In this paper we describe the route of the nanoparticles in the WWTP and demonstrate how to use the simulation flow sensitivity analysis within STOATTM program to evaluate the effect of variation of the constant, "k" in the equation v= kCh settling on fixed concentration of nanoparticles in sewage water from a primary tank of physical-biological stage. Wastewater treatment facilities are designed to remove conventional pollutants from sanitary waste. Major processes of treatment includes: a) physical treatment-remove suspended large solids by settling or sedimentation and eliminate floating greases; b) biological treatment-degradation or consumption of the dissolved organic matter using the means of cultivated in activated sludge or the trickling filters; c) chemical treatment-remove other matters by the means of chemical addition or destroying pathogenic organisms through disinfection; d) advanced treatment- removing specific constituents using processes such as activated carbon, membrane separation, or ion exchange. Particular treatment processes are: a) sedimentation; b) coagulation and flocculation; c) activated sludge; d) sand filters; e) membrane separation; f) disinfection. Methods are: 1) using the STOATTM program with input and output data for primary tank and parameters of wastewater. 2) generating a data file for influent using a sinusoidal model and we accepted defaults STOATTM data. 3) After this, getting spreadsheet data for various characteristics of wastewater for 48 hours:flow, temperature, pH, volatile fatty acids, soluble BOD, COD inert soluble particulate BOD, COD inert particles, volatile solids, volatile solids, ammonia, nitrate and soluble organic nitrogen. Findings and Results:1.Graphics after 48 hour;. 2.Graphics for parameters - flow,temperature, pH/units hours; 3.Graphics of nanoparticles; 4. Graphics of others volatile and non-volatile solids; 5. Timeseries data and summary statistics. Biodegradation of nanoparticles is the breakdown of

  16. Application of Membrane Bioreactor in Advanced Treatment of Pharmaceutical Wastewater%膜-生物反应器在制药废水深度处理中的应用

    Institute of Scientific and Technical Information of China (English)

    李振红; 徐洪斌; 王磊; 刘琛

    2011-01-01

    由于国家颁布了新的发酵类制药工业水污染物排放标准,COD排放标准由300mg/L降至120 mg/L,以肌苷生产为主的制药厂原有污水处理工艺不能满足排放要求.在原污水处理工艺后采用浸没一体式MBR工艺对制药废水进行深度处理中试试验,考察处理效果.试验结果表明,浸没一体式MBR工艺在DO质量浓度分别为2,4,6 mg/L时,出水COD去除率分别为63%,75%,80%,出水NH3-N的去除率分别为88.5%,93.6%和94%.%The new discharge standards of water pollutants for pharmaceutical industry in fermentation products category has been issued and the discharge standard of COD is reduced from 300 mg/L to 120 mg/L. The original wastewater treatment process for the pharmaceutical factory mainly in inosine production can not meet the discharge requirements. The pilot test of following the original sewage treating technology for the advanced treatment of pharmaceutical wastewater was carried out. The test results showed that with the integrated and submerged membrane bioreactor process, when DO was kept at 2,4 and 6 mg/L, the effluent COD removal rates were 63%, 75% and 80% and ammonia nitrogen removal rate were 88.5%, 93.6% and 94% respectively.

  17. Radiological Risk Assessment for King County Wastewater Treatment Division

    Energy Technology Data Exchange (ETDEWEB)

    Strom, Daniel J.

    2005-08-05

    Staff of the King County Wastewater Treatment Division (WTD) have concern about the aftermath of a radiological dispersion event (RDE) leading to the introduction of significant quantities of radioactive material into the combined sanitary and storm sewer system in King County, Washington. Radioactive material could come from the use of a radiological dispersion device (RDD). RDDs include "dirty bombs" that are not nuclear detonations but are explosives designed to spread radioactive material (National Council on Radiation Protection and Measurements (NCRP) 2001). Radioactive material also could come from deliberate introduction or dispersion of radioactive material into the environment, including waterways and water supply systems. This document develops plausible and/or likely scenarios, including the identification of likely radioactive materials and quantities of those radioactive materials to be involved. These include 60Co, 90Sr, 137Cs, 192Ir, 226Ra, plutonium, and 241Am. Two broad categories of scenarios are considered. The first category includes events that may be suspected from the outset, such as an explosion of a "dirty bomb" in downtown Seattle. The explosion would most likely be heard, but the type of explosion (e.g., sewer methane gas or RDD) may not be immediately known. Emergency first responders must be able to quickly detect the radioisotopes previously listed, assess the situation, and deploy a response to contain and mitigate (if possible) detrimental effects resulting from the incident. In such scenarios, advance notice of about an hour or two might be available before any contaminated wastewater reaches a treatment plant. The second category includes events that could go initially undetected by emergency personnel. Examples of such a scenario would be the inadvertent or surreptitious introduction of radioactive material into the sewer system. Intact rogue radioactive sources from industrial radiography devices, well-logging apparatus, or

  18. Wastewater treatment using gamma irradiation: Tetouan pilot station, Morocco

    Energy Technology Data Exchange (ETDEWEB)

    Tahri, Loubna, E-mail: dloubna78@hotmail.co [Pole d' excellence Regional, Centre des Etudes Environnementales Mediterraneennes, Laboratoire de Biologie Appliquee et Sciences de l' Environnement, Faculte des Sciences et Techniques, B.P. 416, Tangier (Morocco); Station d' Ionization de Boukhalef, Institut National de la Recherche Agronomique, Tangier (Morocco); Elgarrouj, Driss; Zantar, Said; Mouhib, Mohamed [Station d' Ionization de Boukhalef, Institut National de la Recherche Agronomique, Tangier (Morocco); Azmani, Amina; Sayah, Fouad [Pole d' excellence Regional, Centre des Etudes Environnementales Mediterraneennes, Laboratoire de Biologie Appliquee et Sciences de l' Environnement, Faculte des Sciences et Techniques, B.P. 416, Tangier (Morocco)

    2010-04-15

    The increasing demand on limited water supplies has accelerated the wastewater reuse and reclamation. We investigated gamma irradiation effects on wastewater by measuring differences in the legislated parameters, aiming to reuse the wastewater. Effluents samples were collected at the urban wastewater treatment station of Tetouan and were irradiated at different doses ranging from 0 to 14 kGy using a Co{sup 60} gamma source. The results showed an elimination of bacterial flora, a decrease of biochemical and chemical oxygen demand, and higher conservation of nutritious elements. The results of this study indicated that gamma irradiation might be a good choice for the reuse of wastewater for agricultural activities.

  19. Halonitromethanes formation in wastewater treatment plant effluents.

    Science.gov (United States)

    Song, Hocheol; Addison, Jesse W; Hu, Jia; Karanfil, Tanju

    2010-03-01

    Halonitromethanes (HNMs) constitute one class of emerging disinfection by-products with high potential health risks. This study investigated the formation and occurrence of HNMs under different disinfection scenarios and the presence of their precursors in municipal wastewater treatment plant (WWTPs) effluents. Formation potential tests performed on WWTP effluents revealed that HNM formation occurred in the order of ozonation-chlorination > ozonation-chloramination > chlorination > chloramination. Ozonation alone did not produce any HNM. Municipal WWTP effluents contained some reactive HNM precursors, possibly the by-products of biological treatment processes and/or some moiety of industry or household origin. No effects of nitrate on the formation of HNMs were observed in this study, and nitrification in WWTPs appears to remove appreciable portion of HNM precursors, especially those reactive to chlorine. UV disinfection using low pressure lamps in municipal WWTPs had negligible impact on HNM formation potential. HNM concentrations in the effluents of selected WWTPs were either non-detectable or less than minimum reporting level, except for one WWTP that gave trichloronitromethane concentrations in the range of 0.9-1.5 microg L(-1). No HNMs were observed in the effluents disinfected with UV radiation. Therefore, it appears the typical wastewater disinfection processes involving chlorination or UV treatment in WWTPs do not produce significant amounts of HNMs.

  20. Chemical and biological treatment technologies for leather tannery chemicals and wastewaters: a review.

    Science.gov (United States)

    Lofrano, Giusy; Meriç, Sureyya; Zengin, Gülsüm Emel; Orhon, Derin

    2013-09-01

    Although the leather tanning industry is known to be one of the leading economic sectors in many countries, there has been an increasing environmental concern regarding the release of various recalcitrant pollutants in tannery wastewater. It has been shown that biological processes are presently known as the most environmental friendly but inefficient for removal of recalcitrant organics and micro-pollutants in tannery wastewater. Hence emerging technologies such as advanced oxidation processes and membrane processes have been attempted as integrative to biological treatment for this sense. This paper, as the-state-of-the-art, attempts to revise the over world trends of treatment technologies and advances for pollution prevention from tannery chemicals and wastewater. It can be elucidated that according to less extent advances in wastewater minimization as well as in leather production technology and chemicals substitution, biological and chemical treatment processes have been progressively studied. However, there has not been a full scale application yet of those emerging technologies using advanced oxidation although some of them proved good achievements to remove xenobiotics present in tannery wastewater. It can be noted that advanced oxidation technologies integrated with biological processes will remain in the agenda of the decision makers and water sector to apply the best prevention solution for the future tanneries.

  1. Emergy evaluations for constructed wetland and conventional wastewater treatments

    Science.gov (United States)

    Zhou, J. B.; Jiang, M. M.; Chen, B.; Chen, G. Q.

    2009-04-01

    Based on emergy synthesis, this study presents a comparative study on constructed wetland (CW) and conventional wastewater treatments with three representative cases in Beijing. Accounting the environmental and economic inputs and treated wastewater output based on emergy, different characteristics of two kinds of wastewater treatments are revealed. The results show that CWs are environment-benign, less energy-intensive despite the relatively low ecological waste removal efficiency (EWRE), and less cost in construction, operation and maintenance compared with the conventional wastewater treatment plants. In addition, manifested by the emergy analysis, the cyclic activated sludge system (CASS) has the merit of higher ecological waste elimination efficiency.

  2. Environmental Pollution, Toxicity Profile and Treatment Approaches for Tannery Wastewater and Its Chemical Pollutants.

    Science.gov (United States)

    Saxena, Gaurav; Chandra, Ram; Bharagava, Ram Naresh

    Leather industries are key contributors in the economy of many developing countries, but unfortunately they are facing serious challenges from the public and governments due to the associated environmental pollution. There is a public outcry against the industry due to the discharge of potentially toxic wastewater having alkaline pH, dark brown colour, unpleasant odour, high biological and chemical oxygen demand, total dissolved solids and a mixture of organic and inorganic pollutants. Various environment protection agencies have prioritized several chemicals as hazardous and restricted their use in leather processing however; many of these chemicals are used and discharged in wastewater. Therefore, it is imperative to adequately treat/detoxify the tannery wastewater for environmental safety. This paper provides a detail review on the environmental pollution and toxicity profile of tannery wastewater and chemicals. Furthermore, the status and advances in the existing treatment approaches used for the treatment and/or detoxification of tannery wastewater at both laboratory and pilot/industrial scale have been reviewed. In addition, the emerging treatment approaches alone or in combination with biological treatment approaches have also been considered. Moreover, the limitations of existing and emerging treatment approaches have been summarized and potential areas for further investigations have been discussed. In addition, the clean technologies for waste minimization, control and management are also discussed. Finally, the international legislation scenario on discharge limits for tannery wastewater and chemicals has also been discussed country wise with discharge standards for pollution prevention due to tannery wastewater.

  3. The effect of tannic compounds on anaerobic wastewater treatment.

    NARCIS (Netherlands)

    Field, J.A.

    1989-01-01

    Anaerobic wastewater treatment is an alternative to the conventional aerobic treatment processes for the removal of easily biodegradable organic matter in medium to high strength industrial wastestreams. Anaerobic treatment has several advantages, however one important disadvantage is the high sensi

  4. Experimental research on the ozone-ultraviolet combined process for the advanced treatment of dye wastewater%臭氧紫外组合工艺协同深度处理染料废水实验研究

    Institute of Scientific and Technical Information of China (English)

    邹海明; 王艳; 李飞跃; 马万征

    2014-01-01

    Dye wastewater is characterized by high COD,high chroma,high salinity and low biodegradability,based on the preliminary research technology(coagulation+air flotation+anaerobic hydrolysis-acidification+oxic),a process combining ozone with UV has been used for the advanced treatment of effluent from aerobic tank. The results show that this combined process is feasible for the advanced treatment of dye wastewater. The treatment effect of it is significantly higher than that of using ozone and UV separately. A good removing rate ranging from 69.9%to 72.1%, and effluent COD 83.7-90.3 mg/L can be obtained,meeting the Discharge Standard of the Pollutants in Dyeing and Finishing of Textile Industry(GB 4287-1992)(below 100 mg/L),under the following conditions:pH is 6-8,ozone mass concentration 50 mg/L,UV intensity 40μW/cm2and reaction time 60 min.%染料废水具有高COD、高色度、高含盐量和低可生化性的特点。在前期研究的工艺(混凝+气浮+水解酸化+好氧)基础上,采用臭氧紫外工艺对好氧池出水进行深度处理。结果表明:臭氧紫外工艺协同深度处理染料废水的处理效果要明显好于臭氧和紫外单独处理染料废水时的效果;当pH为6~8时,臭氧质量浓度为50 mg/L,紫外线照射强度为40μW/cm2,反应时间60 min情况下,COD的去除率为69.9%~72.1%,出水中COD为83.7~90.3 mg/L,达到纺织染整工业污染物排放标准(GB 4287-1992)(小于100 mg/L)。

  5. A pilot scale test of ozonization treatment of ethene wastewater for reuse

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    A pilot scale test of advanced treatment of ethene wastewater by ozonization was carried out for industrial water reuse.Effects of different operating conditions on COD degradation,such as wastewater flow rate,ozonized gas flow rate,operating voltage of ozonizer and two ozone generation means,using pure oxygen or air,was investigated.The results show that the increase of ozonizer operating voltage,the decrease of wastewater flow rate and the suitable ozonized gas flow rate improve the removal of COD in wastewater and that ozone generated respectively from air and pure oxygen can effectively remove COD of ethene wastewater to meet the industrial water reuse criterion.

  6. Treatment of tannery wastewater by electrocoagulation

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    Treatment of tannery wastewater by electrocoagulation with low cell current (≤ 1A) and soluble electrodes (mild steel electrodes and aluminum electrodes) was studied. Compared with aluminum electrodes, mild steel electrodes were more effective for the removal of sulfide, with a removal efficiency of over 90%. But during the treatment process, black color precipitate typical to iron(II) sulfides was produced. While aluminum electrodes were effective to eliminate the colority of the effluent, the removal efficiency of sulfide was lower than 12%. The mechanisms of the removal of chemical oxygen demand, ammonia, total organic carbon, sulfide and colority with different soluble electrodes (mild steel electrodes and aluminum electrodes) were discussed in detail. In order to exert the predominance of diffenent types of electrodes, the tannery wastewater was treated using mild steel electrodes first (electrocoagulation time: 20 min, cell current: 1 A) followed by the filter and finally by the aluminum electrodes (electrocoagulation time: 20 min, cell current: 1 A), the elimination rates of chemical oxygen demand, ammonia, total organic carbon, sulfide and colority were 68.0%, 43.1%, 55.1%, 96.7% and 84.3%, respectively, with the initial concentrations 2413.1 mg/L, 223.4 mg/L, 1000.4 mg/L, 112.3 mg/L and 256 dilution times, respectively. The absorbance spectra and energy consumption during electrocoagulation process were also discussed.

  7. Olive mill wastewater treatment: an experimental study.

    Science.gov (United States)

    Bettazzi, E; Morelli, M; Caffaz, S; Caretti, C; Azzari, E; Lubello, C

    2006-01-01

    Olive oil production, one of the main agro-industries in Mediterranean countries, generates significant amounts of olive mill wastewaters (OMWs), which represent a serious environmental problem, because of their high organic load, the acidic pH and the presence of recalcitrant and toxic substances such as phenolic and lipidic compounds (up to several grams per litre). In Italy, traditional disposal on the soil is the most common way to discharge OMWs. This work is aimed at investigating the efficiency and feasibility of AOPs and biological processes for OMW treatment. Trials have been carried out on wastewaters taken from one of the largest three-phase mills of Italy, located in Quarrata (Tuscany), as well as on synthetic solutions. Ozone and Fenton's reagents applied both on OMWs and on phenolic synthetic solutions guaranteed polyphenol removal efficiency up to 95%. Aerobic biological treatment was performed in a batch reactor filled with raw OMWs (pH = 4.5, T = 30 degrees C) without biomass inoculum. A biomass rich of fungi, developed after about 30 days, was able to biodegrade phenolic compounds reaching a removal efficiency of 70%. Pretreatment of OMWs by means of oxidation increased their biological treatability.

  8. 污水深度处理臭氧氧化系统工程造价分析%Analysis on Construction Cost of Ozone Oxidation Process for Wastewater Advanced Treatment and Reuse

    Institute of Scientific and Technical Information of China (English)

    赵文玉; 张逢; 胡洪营; 卢如; 陈玉芬

    2012-01-01

    It is very significant to decrease the construction costs that the composition and impact factor of ozone oxidation process for wastewater advanced treatment are systematically grasped. The construction costs of four subsystems of ozone oxidation process for wastewater advanced treatment including ozone generator system, ozone adding device, ozone reactor and exhaust gas treatment system, were analyzed. It is proved that the proportion of the construction costs of ozone generator system is the highest as 60%~70%, the exhaust gas treatment system as 16%~18%, the ozone adding device as 12%~15%, and the ozone reactor is lowest as 3%~5%. Some technological parameters as ozone dosage, ozone gas concentration and hydraulic retention time besides influent flow are the main factors of construction costs of wastewater reuse system by ozone oxidation and the more important factors are the ozone dosage and ozone gas concentration. On the premise of improving the treatment effect, the key measures to decrease the construction costs of ozonation system is improving ozone utilization rate by reducing ozone dosage and increasing ozone gas concentration.%系统掌握污水深度处理臭氧氧化系统的工程造价构成及其影响因素对降低其工程造价具有重要意义.详细分析了臭氧发生、臭氧投加、臭氧接触反应及臭氧尾气处理等污水深度处理臭氧氧化系统4个子系统的工程造价构成及其影响因素,结果表明:臭氧发生单元的造价所占比重最大,高达60%~70%,其次是臭氧尾气破坏设备(16%~18%)和臭氧投加单元(12%~15%),臭氧接触反应设备的造价所占比重最小,约为3%~5%.影响臭氧氧化系统工程造价的主要因素除处理规模外,还有臭氧投加量、臭氧气体浓度及水力停留时间等工艺参数,其中臭氧投加量和臭氧气体浓度的影响较大.在达到处理要求的情况下,提高臭氧利用率、降低臭氧投加量以及

  9. Electrocoagulation treatment of metal finishing wastewater.

    Science.gov (United States)

    Odongo, Isabel E; McFarland, Michael J

    2014-07-01

    Electrocoagulation has been found to be a consistent and reliable industrial wastewater treatment process capable of removing heavy metals to levels well below pretreatment discharge standards. Results from the testing of a 113 L/min pilot scale electrocoagulation unit indicated that electrocoagulation was capable of decreasing the cadmium, chromium, and nickel concentrations from 0.14, 18.1, and 0.06 parts per million (ppm) to 0.029, 0.039, and 0.020 ppm respectively, at a 1-min hydraulic retention time. In the presence of a strong chelating substance, electrocoagulation performance was found to be effective in reducing both chromium and nickel concentrations to levels well below discharge limits. At a pH of 8.0, chromium and nickel influent concentrations of 0.328 and 0.062 ppm, respectively, were reduced to 0.005 and 0.04 ppm. The electrocoagulation removal efficiency for chromium remained high at over 98% and appeared to be unaffected by the presence of chelating substances. Utilizing aluminum as the sacrificial anode improved the removal efficiency of targeted heavy metals when the industrial wastewater was treated under acidic conditions. At a pH of 5.6, the influent concentrations of the regulated heavy metals cadmium, chromium, and nickel were reduced from 0.55, 49.7, and 13.7 ppm, respectively, to 0.013, 2.7, and 0.8 ppm at a 1-min hydraulic retention time. The results of these tests suggest that the formation of ferric hydroxide and aluminum hydroxide through the electrocoagulation process may be an effective approach for treating metal finishing wastewaters.

  10. Operator decision support system for integrated wastewater management including wastewater treatment plants and receiving water bodies.

    Science.gov (United States)

    Kim, Minsoo; Kim, Yejin; Kim, Hyosoo; Piao, Wenhua; Kim, Changwon

    2016-06-01

    An operator decision support system (ODSS) is proposed to support operators of wastewater treatment plants (WWTPs) in making appropriate decisions. This system accounts for water quality (WQ) variations in WWTP influent and effluent and in the receiving water body (RWB). The proposed system is comprised of two diagnosis modules, three prediction modules, and a scenario-based supporting module (SSM). In the diagnosis modules, the WQs of the influent and effluent WWTP and of the RWB are assessed via multivariate analysis. Three prediction modules based on the k-nearest neighbors (k-NN) method, activated sludge model no. 2d (ASM2d) model, and QUAL2E model are used to forecast WQs for 3 days in advance. To compare various operating alternatives, SSM is applied to test various predetermined operating conditions in terms of overall oxygen transfer coefficient (Kla), waste sludge flow rate (Qw), return sludge flow rate (Qr), and internal recycle flow rate (Qir). In the case of unacceptable total phosphorus (TP), SSM provides appropriate information for the chemical treatment. The constructed ODSS was tested using data collected from Geumho River, which was the RWB, and S WWTP in Daegu City, South Korea. The results demonstrate the capability of the proposed ODSS to provide WWTP operators with more objective qualitative and quantitative assessments of WWTP and RWB WQs. Moreover, the current study shows that ODSS, using data collected from the study area, can be used to identify operational alternatives through SSM at an integrated urban wastewater management level.

  11. Organic Wastewater Compounds, Pharmaceuticals, andColiphage in Ground Water Receiving Discharge from OnsiteWastewater Treatment Systems near La Pine, Oregon:Occurrence and Implications for Transport

    Science.gov (United States)

    Hinkle, Stephen J.; Weick, Rodney J.; Johnson, Jill M.; Cahill, Jeffery D.; Smith, Steven G.; Rich, Barbara J.

    2005-01-01

    The occurrence of organic wastewater compounds (components of 'personal care products' and other common household chemicals), pharmaceuticals (human prescription and nonprescription medical drugs), and coliphage (viruses that infect coliform bacteria, and found in high concentrations in municipal wastewater) in onsite wastewater (septic tank effluent) and in a shallow, unconfined, sandy aquifer that serves as the primary source of drinking water for most residents near La Pine, Oregon, was documented. Samples from two types of observation networks provided basic occurrence data for onsite wastewater and downgradient ground water. One observation network was a group of 28 traditional and innovative (advanced treatment) onsite wastewater treatment systems and associated downgradient drainfield monitoring wells, referred to as the 'innovative systems network'. The drainfield monitoring wells were located adjacent to or under onsite wastewater treatment system drainfield lines. Another observation network, termed the 'transect network', consisted of 31 wells distributed among three transects of temporary, stainless-steel-screened, direct-push monitoring wells installed along three plumes of onsite wastewater. The transect network, by virtue of its design, also provided a basis for increased understanding of the transport of analytes in natural systems. Coliphage were frequently detected in onsite wastewater. Coliphage concentrations in onsite wastewater were highly variable, ranging from less than 1 to 3,000,000 plaque forming units per 100 milliliters. Coliphage were occasionally detected (eight occurrences) at low concentrations in samples from wells located downgradient from onsite wastewater treatment system drainfield lines. However, coliphage concentrations were below method detection limits in replicate or repeat samples collected from the eight sites. The consistent absence of coliphage detections in the replicate or repeat samples is interpreted to indicate

  12. Nutrients valorisation via Duckweed-based wastewater treatment and aquaculture

    NARCIS (Netherlands)

    Mohamed El-Shafai, S.A.A.

    2004-01-01

    Development of a sustainable wastewater treatment scheme to recycle sewage nutrients and water in tilapia aquaculture was the main objective of this PhD research. Use of an Integrated UASB-duckweed ponds system for domestic wastewater treatment linked to tilapia aquaculture was investigated. The tr

  13. Design Seminar for Land Treatment of Municipal Wastewater Effluents.

    Science.gov (United States)

    Demirjian, Y. A.

    This document reports the development and operation of a country-wide wastewater treatment program. The program was designed to treat liquid wastewater by biological treatment in aerated lagoons, store it, and then spray irrigate on crop farmland during the growing season. The text discusses the physical design of the system, agricultural aspects,…

  14. 基于絮体循环利用的印染废水生化出水深度处理研究%Advanced Treatment of Printing and Dyeing Wastewater Biological Effluent by Flocs Reusing

    Institute of Scientific and Technical Information of China (English)

    卢宇飞; 倪晋仁; 邱孝群

    2013-01-01

    印染废水生化出水仍需深度处理才能实现回用.将自制的具有反应性能的有机-无机复配絮凝剂和兼具絮凝与氧化性能的无机复合絮凝剂,分别采用絮体回用方式多批次深度处理印染废水生化出水,可将废水色度降至10倍,并使絮凝剂的投加量和絮凝产泥量比传统絮凝方式减少50%,对化学需氧量(CODcr)的去除效果比传统絮凝方式提升5%一10%,絮体回用次数可达10次.有机-无机复配絮凝剂复配粉末活性炭后,采用絮体回用方式处理印染生化出水,可使絮凝剂投加量和絮凝产泥量再减少50%,絮体回用次数可达15次以上.%Dyeing wastewater biological effluent needs advanced treatment to meet the reuse standards. In this study, both an organic-inorganic compound flocculant with reaction performance and an inorganic compound flocculant with flocculation and oxidation performance were prepared and screened for advanced treatment on dyeing wastewater biological effluent with cycled floes use. Comparing with traditional flocculation,the water chroma can be reduced to 10-fold and the flocculant dosage and flocculation sludge production reduced by 50%,and chemical oxygen demand ( CODCr) removal efficiency increased by 5%-10%,and floes recycled up to 10 times. Mixed with powdered activated carbon,the organic-inorganic compound flocculants can reduce another 50% of flocculant dosage and flocculation sludge production by effective cycle of 15 times.

  15. Advanced Treatment Processes of Ferric-Carbon Microelectrolysis for Tannery Wastewater%制革废水的铁炭微电解深度处理工艺

    Institute of Scientific and Technical Information of China (English)

    余彬; 张杰; 程家迪; 李昌湖; 范举红; 冉坤; 刘锐; 陈吕军

    2012-01-01

    Ferric-carbon microelectrolysis treatment processes were applied for advanced treatment of biologically treated effluent of tannery wastewater in an industrial park. Priority of impact factors and their optimal conditions were studied with an orthogonal experiment and a single impact factor experiment. The results show that the priority of impact factors for ferric -carbon microelectrolysis treatment processes is Fe/C ratio>reaction time>pH. The self-made ferric-carbon (Fe/C=3/1 )and the purchased ferric-carbon granule products decrease the average CODCx from 116 mg/L to 45 mg/L and 50 mg/L, respectively, under the condition of 1.5 h of reaction duration and pH 5. Treated water both meet the B level in first grade of the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002). Running cost for self-made ferric-carbon is 0.28 yuan/t.%采用铁炭微电解深度处理工艺处理以制革废水为主要成分的园区污水厂二级生化处理出水,通过正交试验及单因素优化试验确定了主要影响因素和最优微电解条件.结果表明:铁炭微电解的影响因素从大到小依次为铁炭比>反应时间>pH值.生化出水平均CODCr-116 mg/L时,在反应时间1.5 h、pH=5的最佳运行条件下,自制铁炭材料(Fe/C=3/1)和所购铁炭颗粒商品成品的微电解出水平均CODCr分别为45 mg/L和50 mg/L,出水CODCr满足《城镇污水处理厂污染物排放标准》(GB 18918-2002)中的一级B排放标准(60 mg/L),自制铁炭材料的微电解运行成本约为0.28元/t.

  16. The Wastewater Treatment Test Facility at Oak Ridge National Laboratory

    Energy Technology Data Exchange (ETDEWEB)

    Richardson, S.A.; Kent, T.E.; Taylor, P.A. [Oak Ridge National Lab., TN (United States)

    1995-12-01

    The Wastewater Treatment Test Facility (WTTF) contains 0.5 L/min test systems which provide a wide range of physical and chemical separation unit operations. The facility is a modified 48 foot trailer which contains all the unit operations of the ORNL`s Process Waste Treatment Plant and Nonradiological Wastewater Treatment Plant including chemical precipitation, clarification, filtration, ion-exchange, air stripping, activated carbon adsorption, and zeolite system. This facility has been used to assess treatability of potential new wastewaters containing mixed radioactive, hazardous organic, and heavy metal compounds. With the ability to simulate both present and future ORNL wastewater treatment systems, the WTTF has fast become a valuable tool in solving wastewater treatment problems at the Oak Ridge reservation.

  17. Methane emission during municipal wastewater treatment.

    Science.gov (United States)

    Daelman, Matthijs R J; van Voorthuizen, Ellen M; van Dongen, Udo G J M; Volcke, Eveline I P; van Loosdrecht, Mark C M

    2012-07-01

    Municipal wastewater treatment plants emit methane. Since methane is a potent greenhouse gas that contributes to climate change, the abatement of the emission is necessary to achieve a more sustainable urban water management. This requires thorough knowledge of the amount of methane that is emitted from a plant, but also of the possible sources and sinks of methane on the plant. In this study, the methane emission from a full-scale municipal wastewater facility with sludge digestion was evaluated during one year. At this plant the contribution of methane emissions to the greenhouse gas footprint were slightly higher than the CO₂ emissions related to direct and indirect fossil fuel consumption for energy requirements. By setting up mass balances over the different unit processes, it could be established that three quarters of the total methane emission originated from the anaerobic digestion of primary and secondary sludge. This amount exceeded the carbon dioxide emission that was avoided by utilizing the biogas. About 80% of the methane entering the activated sludge reactor was biologically oxidized. This knowledge led to the identification of possible measures for the abatement of the methane emission.

  18. Cotton-textile wastewater management: investigating different treatment methods.

    Science.gov (United States)

    Georgiou, D; Aivasidis, A

    2012-01-01

    The cotton-textile industry consumes significant amounts of water during manufacturing, creating high volumes of wastewater needing treatment. The organic-load concentration of cotton-textile wastewater is equivalent to a medium-strength municipal wastewater; the color of the water, however, remains a significant environmental issue. This research, in cooperation with a cotton-textile manufacturer, investigated different treatment methods and different combinations of methods to identify the most cost-effective approaches to treating textile wastewater. Although activated-sludge is economical, it can only be used as part of an integrated wastewater management system because it cannot decolorize wastewater. Coagulation/flocculation methods are able to decolorize cotton-wastewater; however, this process creates high amounts of wastewater solids, thus significantly increasing total treatment costs. Chemical oxidation is an environmentally friendly technique that can only be used as a polishing step because of high operating costs. Anaerobic digestion in a series of fixed-bed bioreactors with immobilized methanogens using acetic acid as a substrate and a pH-control agent followed by activated-sludge treatment was found to be the most cost-effective and environmentally safe cotton-textile wastewater management approach investigated.

  19. Performance of advanced photocatalytic detoxification of municipal wastewater under solar radiation - A mini review

    Directory of Open Access Journals (Sweden)

    Chandan Singh, Rubina Chaudhary, Rajendra Singh Thakur

    2011-03-01

    Full Text Available During the last few years, there has been a plethora of research and development in the area of solar photocatalysis. The aim is to understand the fundamental processes and enhance photocatalytic efficiencies especially for air, soil and water pollution control. Municipal waste water is limited by continual organic water pollutants and micro-organisms that are not removed by conventional mechanical and biological treatment. In this overview of the most recent paper, studies focused on the treatment of municipal wastewater (containing organic compounds by photocatalysis and the effects of various parameters such as pH, light intensity, Advance oxidation method etc. have been studied It can be concluded that the photocatalysis process is suitable for the treatment of drinking water, municipal and industrial wastewater. Some studies on the economic analysis of photocatalytic systems are also included.

  20. Advanced enzymatic elimination of phenolic contaminants in wastewater: a nano approach at field scale.

    Science.gov (United States)

    Gasser, Christoph A; Yu, Liang; Svojitka, Jan; Wintgens, Thomas; Ammann, Erik M; Shahgaldian, Patrick; Corvini, Philippe F-X; Hommes, Gregor

    2014-04-01

    The removal of recalcitrant chemicals in wastewater treatment systems is an increasingly relevant issue in industrialized countries. The elimination of persistent xenobiotics such as endocrine-disrupting chemicals (EDCs) emitted by municipal and industrial sewage treatment plants remains an unsolved challenge. The existing efficacious physico-chemical methods, such as advanced oxidation processes, are resource-intensive technologies. In this work, we investigated the possibility to remove phenolic EDCs [i.e., bisphenol A (BPA)] by means of a less energy and chemical consuming technology. To that end, cheap and resistant oxidative enzymes, i.e., laccases, were immobilized onto silica nanoparticles. The resulting nanobiocatalyst produced at kilogram scale was demonstrated to possess a broad substrate spectrum regarding the degradation of recalcitrant pollutants. This nanobiocatalyst was applied in a membrane reactor at technical scale for tertiary wastewater treatment. The system efficiently removed BPA and the results of long-term field tests illustrated the potential of fumed silica nanoparticles/laccase composites for advanced biological wastewater treatment.

  1. Advances on Pyrethroid Pesticide -contained Wastewater Treatment Technology%拟除虫菊酯类农药废水处理技术研究进展

    Institute of Scientific and Technical Information of China (English)

    庄新文; 姜伟立; 吴海锁; 邹敏

    2011-01-01

    拟除虫菊酯类农药废水COD浓度高、毒性大、污染物成分复杂、较难生物降解。通过系统阐述目前国内外各种针对拟除虫菊酯类农药废水处理技术的最新研究动态,分析了各种方法的优缺点,并对此类农药废水处理技术的发展方向进行了展望,可为此类废水处理工艺选择和工程设计提供有益参考。%Pyrethroid -contained wastewater has characteristics of high concentrations of COD, high toxicity, complicated components, and hard biodegradation. This paper systematically described the latest technological studies concerning pyrethroid pesti- cide - co

  2. Wastewater Treatment by a Prototype Slow Rate Land Treatment System,

    Science.gov (United States)

    1981-08-01

    blue 0-1 1 melt 001M 12 chnucon AAII T I ai No 329-74W1S(MerchI97Ft Oceanic C 1973-76 Comubustion. infrared 0- so WWI 20(12) Beekman 915S * eckman 91S...ulture Sicienc e and F ducation Ad ual for land treatment of municipal wastewater EPA ministration. Agric ultural Researi h. St Paul 62511V77-008. COE

  3. Integrated design of sewers and wastewater treatment plants.

    Science.gov (United States)

    Vollertsen, J; Hvitved-Jacobsen, T; Ujang, Z; Talib, S A

    2002-01-01

    Sewer system design must be integrated with wastewater treatment plant design when moving towards a more sustainable urban wastewater management. This integration allows an optimization of the design of both systems to achieve a better and more cost-effective wastewater management. Hitherto integrated process design has not been an option because the tools to predict in-sewer wastewater transformations have been inadequate. In this study the WATS model--being a new and validated tool for in-sewer microbial process simulations--is presented and its application for integrated sewer and treatment plant design is exemplified. A case study on a Malaysian catchment illustrates this integration. The effects of centralization of wastewater treatment and the subsequently longer transport distances are addressed. The layout of the intercepting sewer is optimized to meet the requirements of different treatment scenarios.

  4. Sequential anaerobic-aerobic treatment for domestic wastewater - A review

    NARCIS (Netherlands)

    Kassab, G.; Halalsheh, M.; Klapwijk, A.; Fayyad, M.; Lier, van J.B.

    2010-01-01

    Introduction, consolidation and even standardization of expensive conventional aerobic systems for domestic wastewater treatment imposed significant financial constraints on the expansion of sanitary services including treatment in developing countries. A viable alternative is the sequential anaerob

  5. Hydrodynamics research of wastewater treatment bioreactors

    Institute of Scientific and Technical Information of China (English)

    REN Nan-qi; ZHANG Bing; ZHOU Xue-fei

    2009-01-01

    To optimize the design and improve the performance of wastewater treatment bioreactors, the review concerning the hydrodynamics explored by theoretical equations, process experiments, modeling of the hydrody-namics and flow field measurement is presented. Results of different kinds of experiments show that the hydro-dynamic characteristics can affect sludge characteristics, mass transfer and reactor performance significantly. A-long with the development of theoretical equations, turbulence models including large eddy simulation models and Reynolds-averaged Navier-Stokes (RANS) models are widely used at present. Standard and modified k-ε models are the most widely used eddy viscosity turbulence models for simulating flows in bioreactors. Numericalsimulation of hydrodynamics is proved to be efficient for optimizing design and operation. The development of measurement techniques with high accuracy and low intrusion enables the flow filed in the bioreactors to be transparent. Integration of both numerical simulation and experimental measurement can describe the hydrody-namics very well.

  6. 新型膜组件及超滤膜在焦化废水处理中的应用%Application of new type membrane module and ultrafiltration membrane in advanced treatment of coke plant wastewater

    Institute of Scientific and Technical Information of China (English)

    罗玉辉; 隋明明

    2015-01-01

    介绍了国产PVDF复合膜及新型外置浸没式膜组件在焦化废水深度处理中的应用。 PVDF复合膜在确保通量的前提下,避免了物理损伤带来的断丝、出水悬浮物超标等问题。新型膜组件具有占地面积小、自动化程度高等优点,其出水可以直接回用或作为反渗透膜的进水。%This paper introduces the application of China-made PVDF composite membrane and new type external submerged membrane module in advanced treatment of coke plant wastewater. PVDF has avoided the problems of wire break and exceeding amount of suspended solid in discharged water on condition of ensuring the flux. The new type membrane module has advantages of less space occu-pation and higher automation level,and the discharged water could be directly reused or used as feed water for reverse osmosis membrane.

  7. Energy Efficiency Strategies for Municipal Wastewater Treatment Facilities

    Energy Technology Data Exchange (ETDEWEB)

    Daw, J.; Hallett, K.; DeWolfe, J.; Venner, I.

    2012-01-01

    Water and wastewater systems are significant energy consumers with an estimated 3%-4% of total U.S. electricity consumption used for the movement and treatment of water and wastewater. Water-energy issues are of growing importance in the context of water shortages, higher energy and material costs, and a changing climate. In this economic environment, it is in the best interest for utilities to find efficiencies, both in water and energy use. Performing energy audits at water and wastewater treatment facilities is one way community energy managers can identify opportunities to save money, energy, and water. In this paper the importance of energy use in wastewater facilities is illustrated by a case study of a process energy audit performed for Crested Butte, Colorado's wastewater treatment plant. The energy audit identified opportunities for significant energy savings by looking at power intensive unit processes such as influent pumping, aeration, ultraviolet disinfection, and solids handling. This case study presents best practices that can be readily adopted by facility managers in their pursuit of energy and financial savings in water and wastewater treatment. This paper is intended to improve community energy managers understanding of the role that the water and wastewater sector plays in a community's total energy consumption. The energy efficiency strategies described provide information on energy savings opportunities, which can be used as a basis for discussing energy management goals with water and wastewater treatment facility managers.

  8. Bioenergy from Coastal bermudagrass receiving subsurface drip irrigation with advance-treated swine wastewater.

    Science.gov (United States)

    Cantrell, Keri B; Stone, Kenneth C; Hunt, Patrick G; Ro, Kyoung S; Vanotti, Matias B; Burns, Joseph C

    2009-07-01

    Coastal bermudagrass (Cynodon dactylon L.) may be a potentially important source of bio-based energy in the southern US due to its vast acreage. It is often produced as part of a waste management plan with varying nutrient composition and energy characteristics on fields irrigated with livestock wastewater. The objective of this study was to determine the effect of subsurface drip irrigation with treated swine wastewater on both the quantity and quality of bermudagrass bioenergy. The treated wastewater was recycled from an advanced treatment system and used for irrigation of bermudagrass in two crop seasons. The experiment had nine water and drip line spacing treatments arrayed in a randomized complete block-design with four replicates. The bermudagrass was analyzed for calorific and mineral contents. Bermudagrass energy yields for 2004 and 2005 ranged from 127.4 to 251.4MJ ha(-1). Compared to irrigation with commercial nitrogen fertilizer, the least biomass energy density was associated with bermudagrass receiving treated swine wastewater. Yet, in 2004 the wastewater irrigated bermudagrass had greater hay yields leading to greater energy yield per ha. This decrease in energy density of wastewater irrigated bermudagrass was associated with increased concentrations of K, Ca, and Na. After thermal conversion, these compounds are known to remain in the ash portion thereby decreasing the energy density. Nonetheless, the loss of energy density using treated effluent via SDI may be offset by the positive influence of these three elements for their catalytic properties in downstream thermal conversion processes such as promoting a lesser char yield and greater combustible gas formation.

  9. Treatment of Chinese Traditional Medicine Wastewater by Photosynthetic Bacteria

    Institute of Scientific and Technical Information of China (English)

    WANG You-zhi; WANG Feng-jun; BAO Li

    2005-01-01

    The influence factors treating wastewater of Chinese traditional medicine extraction by photosynthetic bacteria are tested and discussed. The results indicate that the method of photosynthetic bacteria can eliminate COD and BCD from wastewater in high efficiency. And it also has high load shock resistance. On the conditions of slight aerobic and semi-darkness, treating wastewater of Chinese traditional medicine extraction, the method has better efficiency to eliminate COD and BOD from the wastewater than those by anaerobic illumination and aerobic darkness treatments. After pretreatment of hydrolytic acidization, the removal rate of COD in the wastewater reached more than 85 %, and that rate of BOD reached more than 90% in the treating system of photosynthetic bacteria. It may be more feasible and advantageous than traditional anaerobic biological process to treat organic wastewater using PSB system.

  10. 臭氧催化氧化深度处理印染废水的效能与成本%Efficiency and Cost of Catalytic Ozonization Processes for Advanced Treatment of Printing and Dyeing Wastewater

    Institute of Scientific and Technical Information of China (English)

    黎兆中; 汪晓军

    2014-01-01

    The ozone catalytic ozanization and oxidation alone were used to treat printing and dyeing wastewater treated by conventional treatment. The efficiency and cost of these two advanced treatment of printing and dyeing wastewater were analyzed and evaluated. The results show that both processes can achieve the purpose of bleaching emission standard. The effluent effect of 30 ppm ozone dosage with calatyst is equal to the effluent effect of 40 ppm ozone dosage without calatyst. The ozone catalytic ozonization processes save the consumption of ozone and make the operation cost decrease from 0.45 to 0.33 RMB per cubic meter. Catalyst can save operation cost which is about 1 050 000 RMB per year,and the payback period of catalytic will be less than 2 years.%印染废水经常规处理后,出水按照臭氧催化氧化和空塔氧化两种深度处理技术路线进行处理,以此对这两种印染废水深度处理技术进行效能和成本的评估与分析。结果表明两者均可使脱色达到排放标准。在投加臭氧催化剂的情况下,臭氧投加量为30 ppm,其出水效果与空塔在臭氧投加量为40 ppm时相当,节省了臭氧的消耗量,运行成本从0.45元/m3下降到0.33元/m3。每年可节省运行费用约105万元,增加臭氧催化剂的投资收回期小于2年。

  11. Potential exposure and treatment efficiency of nanoparticles in water supplies based on wastewater reclamation

    DEFF Research Database (Denmark)

    Kirkegaard, Peter; Hansen, Steffen Foss; Rygaard, Martin

    2015-01-01

    .25 μg L−1 (ZnO). Overall, it is found that the primary removal mechanisms of NPs are aggregation, sedimentation, coagulation, and biosorption; this supports observations that conventional biological treatment processes are likely to be effective barriers against NPs. Advanced treatment methods...... membrane treatment and 2) bank infiltration, similar to systems established in Orange County, CA, USA and Berlin, Germany. The mass flow analyses are based on a literature review of known wastewater concentrations of NPs and removal efficiencies for the implemented treatment stages in two case systems. Few...... studies are available on the removal efficiencies of NPs by advanced water treatment processes with a majority of the identified studies focusing on removal efficiencies in wastewater treatment plants and fate in surface waters. The NP removal efficiency of several treatment processes is unknown...

  12. Treatment of Municipal Wastewater by Anaerobic Membrane Bioreactor Technology

    NARCIS (Netherlands)

    Ozgun, H.

    2013-01-01

    Reclamation and reuse of wastewater for various purposes such as landscape and agricultural irrigation are increasingly recognized as essential strategies in the world, especially for the areas suffering from water scarcity. Wastewater treatment and reuse have two major advantages including the redu

  13. Using natural zeolites to improve anaerobic abattoir wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Diaz-Jimenez, L.; Herrera-Ramirez, E.; Carlos Hernandez, S

    2009-07-01

    Slaughterhouse wastewater have high concentrations of soluble and insoluble organics which represents environmental troubles, E. G. de oxygenation of rivers, underground water contamination. Anaerobic digestion is an efficient process for wastewater treatment. Performance are increased using microorganisms supported on porous solids. (Author)

  14. Process Design Manual: Wastewater Treatment Facilities for Sewered Small Communities.

    Science.gov (United States)

    Leffel, R. E.; And Others

    This manual attempts to describe new treatment methods, and discuss the application of new techniques for more effectively removing a broad spectrum of contaminants from wastewater. Topics covered include: fundamental design considerations, flow equalization, headworks components, clarification of raw wastewater, activated sludge, package plants,…

  15. Fenton/BAF组合工艺处理全棉机织布印染废水研究%Fenton Oxidation/BAF Process for Advanced Treatment of Wastewater from Dyeing and Finishing of Cotton Woven Fabrics

    Institute of Scientific and Technical Information of China (English)

    文淦斌; 黄瑞敏; 黄春梅; 王君

    2011-01-01

    The dyeing and finishing processes of cotton woven fabrics need a lot of sizing agents toimprove the smoothness and wear resistance of the fabrics, thus the discharged wastewater often contains a lot of desizing wastewater, which has high concentration of COD, strong alkalinity and poor biodegradability. The biodegradability is difficult to be improved using conventional coagulation sedimentation/anaerobic/aerobic process, and the effluent COD and color are difficult to meet the standards. According to the characteristics above, the combined process of Fenton oxidation and biological aerated filter (BAF) was used for the advanced treatment. The results of the pilot study show that under the conditions of initial pH of 4, H2O2 dosage of 150 mg/L, Fe2+/H2O2 ratio of 1 and reaction time of 60 min in Fenton oxidation process, COD and color of the wastewater are reduced from 400 mg/L to 125 mg/L with the removal rate of 68.75% and from 200 times to less than 25 times respectively. After the Fenton oxidation,the B/C ratio is increased from 0.08 to 0.34, and the biodegradability is significantly improved. Under the condition of HRT of 2.5 h, COD in the effluent from BAF is 74.5 mg/L, with the removal rate of 40.4%. After treatment by the combined process, the removal rate of COD is more than 80% , and the color is less than 25 times, with good treatment efficiency.%全棉机织布染色加工需使用大量浆料助剂进行上浆处理以提高织物的光滑度及耐磨性,因而排放的废水中往往含有大量的退浆废水,其COD浓度高、碱度强、可生化性差,经常规的混凝沉淀/厌氧/好氧组合工艺处理后,可生化性难以改善,出水COD、色度值难以达标.采用Fen-ton/曝气生物滤池(BAF)组合工艺对其进行深度处理,中试结果表明,在Fenton工艺的初始pH值=4、H2O2投加量=150 mg/L、Fe2+/H2O2值=1、反应时间为60 min的条件下,COD由原来的400mg/L降低至125 mg/L,去除率达68.75%,色度由200

  16. Optimization model for the design of distributed wastewater treatment networks

    Directory of Open Access Journals (Sweden)

    Ibrić Nidret

    2012-01-01

    Full Text Available In this paper we address the synthesis problem of distributed wastewater networks using mathematical programming approach based on the superstructure optimization. We present a generalized superstructure and optimization model for the design of the distributed wastewater treatment networks. The superstructure includes splitters, treatment units, mixers, with all feasible interconnections including water recirculation. Based on the superstructure the optimization model is presented. The optimization model is given as a nonlinear programming (NLP problem where the objective function can be defined to minimize the total amount of wastewater treated in treatment operations or to minimize the total treatment costs. The NLP model is extended to a mixed integer nonlinear programming (MINLP problem where binary variables are used for the selection of the wastewater treatment technologies. The bounds for all flowrates and concentrations in the wastewater network are specified as general equations. The proposed models are solved using the global optimization solvers (BARON and LINDOGlobal. The application of the proposed models is illustrated on the two wastewater network problems of different complexity. First one is formulated as the NLP and the second one as the MINLP. For the second one the parametric and structural optimization is performed at the same time where optimal flowrates, concentrations as well as optimal technologies for the wastewater treatment are selected. Using the proposed model both problems are solved to global optimality.

  17. Nanofiltration for water and wastewater treatment – a mini review

    Directory of Open Access Journals (Sweden)

    H. K. Shon

    2013-03-01

    Full Text Available The application of membrane technology in water and wastewater treatment is increasing due to stringent water quality standards. Nanofiltration (NF is one of the widely used membrane processes for water and wastewater treatment in addition to other applications such as desalination. NF has replaced reverse osmosis (RO membranes in many applications due to lower energy consumption and higher flux rates. This paper briefly reviews the application of NF for water and wastewater treatment including fundamentals of membrane process in general, mechanisms of NF process including few basic models. fouling challenges and their control mechanisms adopted.

  18. Application of waterworks sludge in wastewater treatment plants

    DEFF Research Database (Denmark)

    Sharma, Anitha Kumari; Thornberg, D.; Andersen, Henrik Rasmus

    2013-01-01

    for removal of phosphate in the wastewater treatment was limited, because the dissolved iron in the digester liquid was limited by siderite (FeCO3) precipitation. It is concluded that both acidic and anaerobic dissolution of iron-rich waterworks sludge can be achieved at the wastewater treatment plant......The potential for reuse of iron-rich sludge from waterworks as a replacement for commercial iron salts in wastewater treatment was investigated using acidic and anaerobic dissolution. The acidic dissolution of waterworks sludge both in sulphuric acid and acidic products such as flue gas washing...

  19. Nanofiltration for water and wastewater treatment – a mini review

    Directory of Open Access Journals (Sweden)

    H. K. Shon

    2013-06-01

    Full Text Available The application of membrane technology in water and wastewater treatment is increasing due to stringent water quality standards. Nanofiltration (NF is one of the widely used membrane processes for water and wastewater treatment in addition to other applications such as desalination. NF has replaced reverse osmosis (RO membranes in many applications due to lower energy consumption and higher flux rates. This paper briefly reviews the application of NF for water and wastewater treatment including fundamentals, mechanisms, fouling challenges and their controls.

  20. Treatment of hydraulic fracturing wastewater by wet air oxidation.

    Science.gov (United States)

    Wang, Wei; Yan, Xiuyi; Zhou, Jinghui; Ma, Jiuli

    2016-01-01

    Wastewater produced by hydraulic fracturing for oil and gas production is characterized by high salinity and high chemical oxygen demand (COD). We applied a combination of flocculation and wet air oxidation technology to optimize the reduction of COD in the treatment of hydraulic fracturing wastewater. The experiments used different values of flocculant, coagulant, and oxidizing agent added to the wastewater, as well as different reaction times and treatment temperatures. The use of flocculants for the pretreatment of fracturing wastewater was shown to improve treatment efficiency. The addition of 500 mg/L of polyaluminum chloride (PAC) and 20 mg/L of anionic polyacrylamide (APAM) during pretreatment resulted in a COD removal ratio of 8.2% and reduced the suspended solid concentration of fracturing wastewater to 150 mg/L. For a solution of pretreated fracturing wastewater with 12 mL of added H2O2, the COD was reduced to 104 mg/L when reacted at 300 °C for 75 min, and reduced to 127 mg/L when reacted at the same temperature for 45 min while using a 1 L autoclave. An optimal combination of these parameters produced treated wastewater that met the GB 8978-1996 'Integrated Wastewater Discharge Standard' level I emission standard.

  1. 铜冶炼含砷污水处理%Treatment of Arsenic -Bearing Wastewater from Copper Smelting

    Institute of Scientific and Technical Information of China (English)

    龙大祥

    2000-01-01

    简述铜冶炼企业工业污水中砷的来源,讨论含砷工业污水的处理工艺及处理指标,结合生产实际分析污水处理工艺运行中的影响因素及解决办法,总结在污水处理设计工作的经验。提出污水处理工艺的发展思路。%Sources of arsenic in the industrial wastewater from copper smelting enterprises are briefly de-scribed.Technologies and indexes for the treatment of arsenic - bearing wastewater are discussed.Factors affecting theoperation of wastewater treatment processes are analysed in the light of productive practices. Experiences in the designingof wastewater treatment are summarised.Train of thought on the development of wastewater treatment technologies is ad-vanced.

  2. USBF-system of biological wastewater treatment; Elsistema USBF en la depuracion biologica de aguas residuales

    Energy Technology Data Exchange (ETDEWEB)

    Ampudia Gutierrez, J.

    2003-07-01

    An advanced system of biological wastewater treatment, has been developed by the company Depuralia. This system brings up a technological innovation, which has been awarded with several international awards. The wastewater treatment, occurs in an activated sludge reactor of extended aeration with a very low mass loading, with a nitrification-denitrification process, and water separation-clarification by upflow sludge blanket-filtration. The arrangement of a compact biological reactor enables complex wastewater treatment. High efficiency of the separation through sludge filtration provides functionality of the equipment with high concentration of activated sludge, with less implementation surface and volume. The elements of the biological reactor are described, the advantages are enumerated, and the results obtained in several accomplishments are shown; in the industrial as well as in the urban water treatment plants. (Author) 9 refs.

  3. Reliability analysis of wastewater treatment plants.

    Science.gov (United States)

    Oliveira, Sílvia C; Von Sperling, Marcos

    2008-02-01

    This article presents a reliability analysis of 166 full-scale wastewater treatment plants operating in Brazil. Six different processes have been investigated, comprising septic tank+anaerobic filter, facultative pond, anaerobic pond+facultative pond, activated sludge, upflow anaerobic sludge blanket (UASB) reactors alone and UASB reactors followed by post-treatment. A methodology developed by Niku et al. [1979. Performance of activated sludge process and reliability-based design. J. Water Pollut. Control Assoc., 51(12), 2841-2857] is used for determining the coefficients of reliability (COR), in terms of the compliance of effluent biochemical oxygen demand (BOD), chemical oxygen demand (COD), total suspended solids (TSS), total nitrogen (TN), total phosphorus (TP) and fecal or thermotolerant coliforms (FC) with discharge standards. The design concentrations necessary to meet the prevailing discharge standards and the expected compliance percentages have been calculated from the COR obtained. The results showed that few plants, under the observed operating conditions, would be able to present reliable performances considering the compliance with the analyzed standards. The article also discusses the importance of understanding the lognormal behavior of the data in setting up discharge standards, in interpreting monitoring results and compliance with the legislation.

  4. Effectiveness of Urban Wastewater Treatment Policies in Selected Countries

    DEFF Research Database (Denmark)

    Andersen, Mikael Skou; Smith, Carey; Kristensen, Peter

    This pilot study examines the effectiveness of wastewater policies and measures in six Member States in order to identify and understand the reasons for both the successes and the shortfalls in implementation. Two of these countries have almost fully implemented the directive, two have yet to do ......-effectiveness. The report focuses on the extension of sewage plants with appropriate levels of treatment (biological or advanced) and trends in discharges to surface waters......., and two have only recently acceded to the EU and are therefore allowed more time to accomplish the environmental acquis. The report seeks to clarify the role of local authorities, policy instruments and financial mechanisms in securing effective implementation, and it also addresses the issue of cost...

  5. Advances in Biological Treatment and Resource Utilization of Industrial Wastewater from Fermentation%高浓度发酵废水的生物处理及资源化利用研究进展

    Institute of Scientific and Technical Information of China (English)

    孙巍; 许玫英; 孙国萍

    2011-01-01

    This paper reviewed anaerobic and aerobic biological treatments and conditions for the utilization of wastewater from molasses distillery and antibiotic manufacturing plants as resource to produce useful material applied in agriculture and industry. According to the recent researches, the utilization of molasses distillery wastewater both home and abroad was emphasized. Biotechnology treatment of wastewater combined with resource utilization is the development trend in future, which has broad applied prospects in economic and efficient conversion of high organic wastewater into resource products.%文章对糖蜜酒精、抗生素发酵生产过程废水厌氧、好氧等生物处理技术及其农业、工业方面的资源化利用现状进行了综述.结合本实验室近期的研究进展,着重介绍了国内外糖蜜废水的利用状况.指出了结合资源化利用的废水处理生物技术是未来的发展趋势,在经济、高效地转化高浓度有机废水为资源性产品的应用中前景广阔.

  6. EPA Facility Registry Service (FRS): Wastewater Treatment Plants

    Data.gov (United States)

    U.S. Environmental Protection Agency — This GIS dataset contains data on wastewater treatment plants, based on EPA's Facility Registry Service (FRS), EPA's Integrated Compliance Information System (ICIS)...

  7. Bacteriophages-potential for application in wastewater treatment processes

    Energy Technology Data Exchange (ETDEWEB)

    Withey, S. [School of Water Sciences, Cranfield University, Cranfield, Bedfordshire, MK43 0AL (United Kingdom); Cartmell, E. [School of Water Sciences, Cranfield University, Cranfield, Bedfordshire, MK43 0AL (United Kingdom)]. E-mail: e.cartmell@cranfield.ac.uk; Avery, L.M. [School of Water Sciences, Cranfield University, Cranfield, Bedfordshire, MK43 0AL (United Kingdom); Stephenson, T. [School of Water Sciences, Cranfield University, Cranfield, Bedfordshire, MK43 0AL (United Kingdom)

    2005-03-01

    Bacteriophages are viruses that infect and lyse bacteria. Interest in the ability of phages to control bacterial populations has extended from medical applications into the fields of agriculture, aquaculture and the food industry. Here, the potential application of phage techniques in wastewater treatment systems to improve effluent and sludge emissions into the environment is discussed. Phage-mediated bacterial mortality has the potential to influence treatment performance by controlling the abundance of key functional groups. Phage treatments have the potential to control environmental wastewater process problems such as: foaming in activated sludge plants; sludge dewaterability and digestibility; pathogenic bacteria; and to reduce competition between nuisance bacteria and functionally important microbial populations. Successful application of phage therapy to wastewater treatment does though require a fuller understanding of wastewater microbial community dynamics and interactions. Strategies to counter host specificity and host cell resistance must also be developed, as should safety considerations regarding pathogen emergence through transduction.

  8. Limited dissemination of the wastewater treatment plant core resistome

    DEFF Research Database (Denmark)

    Munck, Christian; Albertsen, Mads; Telke, Amar;

    2015-01-01

    Horizontal gene transfer is a major contributor to the evolution of bacterial genomes and can facilitate the dissemination of antibiotic resistance genes between environmental reservoirs and potential pathogens. Wastewater treatment plants (WWTPs) are believed to play a central role...

  9. Assessment of wastewater treatment plant effluent effects on fish reproduction

    Science.gov (United States)

    Wastewater treatment plant (WWTP) effluents are known contributors of chemical mixtures into the environment. Of particular concern are endocrine-disrupting compounds that can affect hypothalamic-pituitary-gonadal axis function in exposed organisms. The present study examined t...

  10. Treatment of textile wastewater with membrane bioreactor: A critical review.

    Science.gov (United States)

    Jegatheesan, Veeriah; Pramanik, Biplob Kumar; Chen, Jingyu; Navaratna, Dimuth; Chang, Chia-Yuan; Shu, Li

    2016-03-01

    Membrane bioreactor (MBR) technology has been used widely for various industrial wastewater treatments due to its distinct advantages over conventional bioreactors. Treatment of textile wastewater using MBR has been investigated as a simple, reliable and cost-effective process with a significant removal of contaminants. However, a major drawback in the operation of MBR is membrane fouling, which leads to the decline in permeate flux and therefore requires membrane cleaning. This eventually decreases the lifespan of the membrane. In this paper, the application of aerobic and anaerobic MBR for textile wastewater treatment as well as fouling and control of fouling in MBR processes have been reviewed. It has been found that long sludge retention time increases the degradation of pollutants by allowing slow growing microorganisms to establish but also contributes to membrane fouling. Further research aspects of MBR for textile wastewater treatment are also considered for sustainable operations of the process.

  11. Benchmarking of Control Strategies for Wastewater Treatment Plants

    DEFF Research Database (Denmark)

    Wastewater treatment plants are large non-linear systems subject to large perturbations in wastewater flow rate, load and composition. Nevertheless these plants have to be operated continuously, meeting stricter and stricter regulations. Many control strategies have been proposed in the literature...... for improved and more efficient operation of wastewater treatment plants. Unfortunately, their evaluation and comparison – either practical or based on simulation – is difficult. This is partly due to the variability of the influent, to the complexity of the biological and biochemical phenomena......, plant layout, controllers, sensors, performance criteria and test procedures, i.e. a complete benchmarking protocol....

  12. Research on Aeration Systems Efficiency in Small Wastewater Treatment Plants

    OpenAIRE

    Ala Sokolova

    2011-01-01

    Large amount of small wastewater treatment plants does not work properly. One of the reasons could be wrong design of the aeration system. Therefore, the aim of this research is to analyse the performance of two aeration systems used in Lithuanian small wastewater treatment plants. Both aeration systems are designed for the following parameters: 4 PE and 0,8 m3/d wastewater flow. These data correspond to the oxygen requirement of 40,9 g O2/h. Summarizing the results of the research, it was fo...

  13. Off Grid Photovoltaic Wastewater Treatment and Management Lagoons

    Science.gov (United States)

    LaPlace, Lucas A.; Moody, Bridget D.

    2015-01-01

    The SSC wastewater treatment system is comprised of key components that require a constant source of electrical power or diesel fuel to effectively treat the wastewater. In alignment with the President's new Executive Order 13653, Planning for Federal Sustainability in the Next Decade, this project aims to transform the wastewater treatment system into a zero emissions operation by incorporating the advantages of an off grid, photovoltaic system. Feasibility of implementation will be based on an analytical evaluation of electrical data, fuel consumption, and site observations.

  14. A review of anaerobic treatment of saline wastewater.

    Science.gov (United States)

    Xiao, Yeyuan; Roberts, Deborah J

    2010-01-01

    Large volumes of saline (> 2% w/v NaCl) wastewaters are discharged from many industries; e.g. seafood processing, textile dyeing, oil and gas production, tanneries and drinking water treatment processes. Although anaerobic treatment would be the most cost-effective and sustainable technology for the treatment of many of these saline wastewaters, the salinity is considered to be inhibitory to anaerobic biological treatment processes. The recent applications of salt-tolerant cultures for the treatment of wastewaters from seafood processing and ion-exchange processes suggest that biological systems can be used to treat salty wastewaters. Additionally, organisms capable of anaerobic degradation of contaminants in saline solutions have been observed in marine sediments and have been characterized during the last two decades. This manuscript provides a review of the recent research on anaerobic treatment of saline wastewater and bacterial consortia capable of the anaerobic degradation of pollutants in saline solutions, documenting that the biological treatment of saline wastewaters is promising.

  15. 高级氧化技术处理废水的研究进展%The Research Progress of Advanced Oxidation Technology For Wastewater Treatment

    Institute of Scientific and Technical Information of China (English)

    朱心悦; 韦新东; 蒋宝军

    2015-01-01

    Advanced catalytic oxidation technology has become an important means of treating biological degradation of toxic organic pollutants, which has been widely used in the printing and dyeing, chemical, pesticide, papermaking, electroplating and printed circuit boards, hospitals, pharmaceutical, mining, etc. According to the free radical production mode and different reaction conditions, advanced oxidation technology can be divided into photochemical oxidation, catalytic ozone oxidation, electrochemical oxidation, Fenton oxidation, catalytic wet air oxidation, ultrasonic oxidation method and so on. Advanced oxidation technology has many advantages,but some technical methods remain in the stage of experiment.So a more efficient and perfect technology should be studied to realize large-scale industrial application.%高级催化氧化技术已经成为治理生物难降解有机有毒污染物的重要手段,在印染、化工、农药、造纸、电镀和印制板、制药、医院、矿山等领域以及垃圾渗滤液等废水的处理上已经获得应用,具有很好的应用前景。根据产生自由基的方式和反应条件的不同,可将高级氧化技术分为光化学氧化法、催化臭氧氧化法、电化学氧化法、芬顿(Fenton)氧化法、催化湿式氧化法、超声氧化法等。高级氧化技术具有诸多优点,但其中一些技术方法仍处于研究实验阶段。因此,需要研究一种更高效、完善的技术,以实现大规模工业化应用。

  16. The use of mathematical models in teaching wastewater treatment engineering

    DEFF Research Database (Denmark)

    Morgenroth, Eberhard Friedrich; Arvin, Erik; Vanrolleghem, P.

    2002-01-01

    Mathematical modeling of wastewater treatment processes has become increasingly popular in recent years. To prepare students for their future careers, environmental engineering education should provide students with sufficient background and experiences to understand and apply mathematical models...... efficiently and responsibly. Approaches for introducing mathematical modeling into courses on wastewater treatment engineering are discussed depending on the learning objectives, level of the course and the time available....

  17. Natural systems for wastewater treatment in warm climate regions

    OpenAIRE

    Garcia Gil, Livia

    2014-01-01

    Water scarcity and the high costs of new water supply technologies are the two major factors responsible for the increasing recognition of the importance to conserve water resources by wastewater treatment, reuse or reclamation. Sustainability of sanitation systems should be related to low cost, low energy consumption and operation and maintenance requirements, especially for small communities in developing countries. Hence, natural systems for wastewater treatment seem to be a suitable so...

  18. Time difference based measurement of ultrasonic cavitations in wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    朱昌平

    2016-01-01

    Intensity of cavitation is significant in ultrasonic wastewater treatment, but is complicated to measure.A time difference based method of ultrasonic cavitation measurement is proposed.The time differences at different powers of 495kHz ultrasonic are measured in experiment in comparison with conductimetric method.Simulation results show that time difference and electrical conductivity are both approximately positive proportional to the ultrasonic power.The degradation of PNP solution verifies the availability in wastewater treatment by using ultrasonic.

  19. Determining biomass in biological processes. Methods for wastewater biological treatment; Determinacion de la biomasa en procesos biologicos

    Energy Technology Data Exchange (ETDEWEB)

    Arnaiz, C.; Isaac, L.; Lebrato, J. [Universidad Politecnica de Sevilla (Spain)

    2000-07-01

    Biomass concentration and activity are two important parameters for the successful design and control of biological processes in wastewater treatment. Widely used parameter for biomass characterization is dry weight concentration. This parameter is, however, not sufficient to describe biomass activity. Improved analytical methods are needed in order to understand the physiological behaviour of the biomass. In this work, conventional and advanced analytical methods for biomass determination in wastewater treatment are reviewed. (Author) 27 refs.

  20. Simulation study supporting wastewater treatment plant upgrading.

    Science.gov (United States)

    Hvala, N; Vrecko, D; Burica, O; Strazar, M; Levstek, M

    2002-01-01

    The paper presents a study where upgrading of an existing wastewater treatment plant was supported by simulation. The aim of the work was to decide between two technologies to improve nitrogen removal: a conventional activated sludge process (ASP) and a moving bed biofilm reactor (MBBR). To perform simulations, the mathematical models of both processes were designed. The models were calibrated based on data from ASP and MBBR pilot plants operating in parallel on the existing plant. Only two kinetic parameters needed to be adjusted to represent the real plant behaviour. Steady-state analyses have shown a similar efficiency of both processes in relation to carbon removal, but improved performance of MBBR in relation to nitrogen removal. Better performance of MBBR can be expected especially at low temperatures. Simulations have not confirmed the expected less volume required for the MBBR process. Finally, the MBBR was chosen for plant upgrading. The developed process model will be further used to evaluate the final plant configuration and to optimise the plant operating parameters.

  1. Wastewater treatment using hybrid treatment schemes based on cavitation and Fenton chemistry: a review.

    Science.gov (United States)

    Bagal, Manisha V; Gogate, Parag R

    2014-01-01

    Advanced oxidation processes such as cavitation and Fenton chemistry have shown considerable promise for wastewater treatment applications due to the ease of operation and simple reactor design. In this review, hybrid methods based on cavitation coupled with Fenton process for the treatment of wastewater have been discussed. The basics of individual processes (Acoustic cavitation, Hydrodynamic cavitation, Fenton chemistry) have been discussed initially highlighting the need for combined processes. The different types of reactors used for the combined processes have been discussed with some recommendations for large scale operation. The effects of important operating parameters such as solution temperature, initial pH, initial pollutant concentration and Fenton's reagent dosage have been discussed with guidelines for selection of optimum parameters. The optimization of power density is necessary for ultrasonic processes (US) and combined processes (US/Fenton) whereas the inlet pressure needs to be optimized in the case of Hydrodynamic cavitation (HC) based processes. An overview of different pollutants degraded under optimized conditions using HC/Fenton and US/Fenton process with comparison with individual processes have been presented. It has been observed that the main mechanism for the synergy of the combined process depends on the generation of additional hydroxyl radicals and its proper utilization for the degradation of the pollutant, which is strongly dependent on the loading of hydrogen peroxide. Overall, efficient wastewater treatment with high degree of energy efficiency can be achieved using combined process operating under optimized conditions, as compared to the individual process.

  2. Micro-electrolysis technology for industrial wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    2003-01-01

    Experiments were conducted to study the role of micro-electrolysis in removing chromaticity and COD and improving the biodegradability of wastewater from pharmaceutical, dye-printing and papermaking plants. Results showed that the use of micro-electrolysis technology could remove more than 90% of chromaticity and more than 50% of COD and greatly improved the biodegradability of pharmaceutical wastewater. Lower initial pH could be advantageous to the removal of chromaticity. A retention time of 30 minutes was recommended for the process design of micro-electrolysis. For the use of micro-electrolysis in treatment of dye-printing wastewater, the removal rates of both chromaticity and COD were increased from neutral condition to acid condition for disperse blue wastewater; more than 90% of chromaticity and more than 50% of COD could be removed in neutral condition for vital red wastewater.

  3. Treatment of Wastewater Containing RDX by Fenton's Reagent

    Institute of Scientific and Technical Information of China (English)

    XU Hang; ZHANG Dong-xiang; XU Wen-guo

    2008-01-01

    Fenton's reagent was employed to treat the wastewater containing RDX. The effects of FeSO4 concentration, H2O2 concentration, pH value, reaction time, temperature and initial COD of wastewater on residual COD of wastewater were investigated. The results show that the optimum FeSO4 concentration and pH are 700mg/L and 2.5, respectively, and the residual COD of wastewater decreases with the rise in H2O2 concentration, but increases with the rise in temperature. After Fenton's reagent treatment, the initial COD of less than 874 mg/L wastewater can meet effluent standard. Under conditions of 100 mg/L H2O2, 437 mg/L initial COD and 15 ℃ temperature, the lowest residual COD is obtained at 83.80 mg/L in 5 min.

  4. Wastewater Treatment After Improved Scourings of Raw Wool

    Directory of Open Access Journals (Sweden)

    Pernar, E.

    2007-11-01

    Full Text Available Textile industry processes need high amounts of water for wet treatment of textiles. Therefore, high amounts of wastewater also appear containing different inorganic and organic substances depending on the used materials and processes. Raw wool is contaminated with wool wax, suint, skin flakes, dirt, sand, vegetable matter, urine and various microorganisms. The methods for raw wool scouring and cleaning today often in use are: scouring in the suint, scouring with soaps or tenside in alkaline, extraction by organic solvents and freezing. The different methods for wastewater purification after scouring in use are: settling/floculation, biological treatment, adsorptionand catalytic oxidation. In this work, wastewater treatments after improved raw wool scouring with enzymes and EDTA have been investigated. Isothermal adsorption on zeolite A, active carbon and a natural and H+ type of bentonite for removal of the obtained wastewater impurities was used. The results were determined by means of different physical-chemical test methods.

  5. Sustainable operation of a biological wastewater treatment plant

    Science.gov (United States)

    Trikoilidou, E.; Samiotis, G.; Bellos, D.; Amanatidou, E.

    2016-11-01

    The sustainable operation of a biological wastewater treatment plant is significantly linked to its removal efficiency, cost of sludge management, energy consumption and monitoring cost. The biological treatment offers high organic removal efficiency, it also entails significant sludge production, which contains active (live) and inactive (dead) microorganisms and must be treated prior to final disposal, in order to prevent adverse impact on public health and environment. The efficiency of the activated sludge treatment process is correlated to an efficient solid-liquid separation, which is strongly depended on the biomass settling properties. The most commonly encountered settling problems in a wastewater treatment plant, which are usually associated with operating conditions and specific microorganisms growth, are sludge bulking, floating sludge, pin point flocs and straggler flocs. Sustainable management of sludge and less energy consumption are the two principal aspects that determine the operational cost of wastewater treatment plants. Sludge treatment and management accumulate more than 50% of the operating cost. Aerobic wastewater treatment plants have high energy requirements for covering the needs of aeration and recirculations. In order to ensure wastewater treatment plants’ effective operation, a large number of physicochemical parameters have to be monitored, thus further increasing the operational cost. As the operational parameters are linked to microbial population, a practical way of wastewater treatment plants’ controlling is the microscopic examination of sludge, which is proved to be an important tool for evaluating plants’ performance and assessing possible problems and symptoms. This study presents a biological wastewater treatment plant with almost zero biomass production, less energy consumption and a practical way for operation control through microbial manipulation and microscopic examination.

  6. Digital image processing and analysis for activated sludge wastewater treatment.

    Science.gov (United States)

    Khan, Muhammad Burhan; Lee, Xue Yong; Nisar, Humaira; Ng, Choon Aun; Yeap, Kim Ho; Malik, Aamir Saeed

    2015-01-01

    Activated sludge system is generally used in wastewater treatment plants for processing domestic influent. Conventionally the activated sludge wastewater treatment is monitored by measuring physico-chemical parameters like total suspended solids (TSSol), sludge volume index (SVI) and chemical oxygen demand (COD) etc. For the measurement, tests are conducted in the laboratory, which take many hours to give the final measurement. Digital image processing and analysis offers a better alternative not only to monitor and characterize the current state of activated sludge but also to predict the future state. The characterization by image processing and analysis is done by correlating the time evolution of parameters extracted by image analysis of floc and filaments with the physico-chemical parameters. This chapter briefly reviews the activated sludge wastewater treatment; and, procedures of image acquisition, preprocessing, segmentation and analysis in the specific context of activated sludge wastewater treatment. In the latter part additional procedures like z-stacking, image stitching are introduced for wastewater image preprocessing, which are not previously used in the context of activated sludge. Different preprocessing and segmentation techniques are proposed, along with the survey of imaging procedures reported in the literature. Finally the image analysis based morphological parameters and correlation of the parameters with regard to monitoring and prediction of activated sludge are discussed. Hence it is observed that image analysis can play a very useful role in the monitoring of activated sludge wastewater treatment plants.

  7. Algal biofuels from wastewater treatment high rate algal ponds.

    Science.gov (United States)

    Craggs, R J; Heubeck, S; Lundquist, T J; Benemann, J R

    2011-01-01

    This paper examines the potential of algae biofuel production in conjunction with wastewater treatment. Current technology for algal wastewater treatment uses facultative ponds, however, these ponds have low productivity (∼10 tonnes/ha.y), are not amenable to cultivating single algal species, require chemical flocculation or other expensive processes for algal harvest, and do not provide consistent nutrient removal. Shallow, paddlewheel-mixed high rate algal ponds (HRAPs) have much higher productivities (∼30 tonnes/ha.y) and promote bioflocculation settling which may provide low-cost algal harvest. Moreover, HRAP algae are carbon-limited and daytime addition of CO(2) has, under suitable climatic conditions, the potential to double production (to ∼60 tonnes/ha.y), improve bioflocculation algal harvest, and enhance wastewater nutrient removal. Algae biofuels (e.g. biogas, ethanol, biodiesel and crude bio-oil), could be produced from the algae harvested from wastewater HRAPs, The wastewater treatment function would cover the capital and operation costs of algal production, with biofuel and recovered nutrient fertilizer being by-products. Greenhouse gas abatement results from both the production of the biofuels and the savings in energy consumption compared to electromechanical treatment processes. However, to achieve these benefits, further research is required, particularly the large-scale demonstration of wastewater treatment HRAP algal production and harvest.

  8. MF-RO深度处理印染废水的效果和回用%Effect of advanced treatment of wastewater for reuse with MF-RO

    Institute of Scientific and Technical Information of China (English)

    邹勇斌; 颜幼平; 陈师楚; 陈志星; 陈鹏

    2013-01-01

    采用预处理+微滤(MF)+反渗透(RO)双膜技术深度处理印染废水.通过改变废水的温度、pH值、回用率和反渗透操作压力,分析相关因素对CODcr去除率和脱盐效果的影响.试验表明,优化的运行工况为:操作压力1.8 MPa,水温35℃,pH值6.0~10.0,回收率80%;此双膜法深度处理废水对CODcr的去除率和脱盐率分别达到97.4%和97.0%,浊度去除率接近100%,出水水质满足印染工艺回用要求.%Pretreatment + microfiltration + reverse osmosis technology is applied to dyeing effluents treatment. Factors exerting influence on the removal of CODCr and desalination results are discussed by changing temperature and pH value of dyeing effluents, recycling rate and operation pressure of reverse osmosis. The results show that the optimum operating conditions are as follows: operation pressure 1.8 Mpa, effluents temperature 35 ℃, pH value 6.0 ~ 10.0 and recovery rate 80%. The effluents after treatment can meet the reuse requirement with the removal of CODCr and desalination rate of 97.4% and 97% respectively, and the removal of turbidity closes to 100%.

  9. A test for adequate wastewater treatment based on glutathione S transferase isoenzyme profile.

    Science.gov (United States)

    Grammou, A; Samaras, P; Papadimitriou, C; Papadopoulos, A I

    2013-04-01

    Discharge to the environment of treated or non-treated municipal wastewater imposes several threats to coastal and estuarine ecosystems which are difficult to assess. In our study we evaluate the use of the isoenzyme profile of glutathione S transferase (GST) in combination with the kinetic characteristics of the whole enzyme and of heme peroxidase, as a test of adequate treatment of municipal wastewater. For this reason, Artemia nauplii were incubated in artificial seawater prepared by wastewater samples, such as secondary municipal effluents produced by a conventional activated sludge unit and advanced treated effluents produced by the employment of coagulation, activated carbon adsorption and chlorination as single processes or as combined ones. Characteristic changes of the isoenzyme pattern and the enzymes' kinetic properties were caused by chlorinated secondary municipal effluent or by secondary non-chlorinated effluent. Advanced treatment by combination of coagulation and/or carbon adsorption resulted to less prominent changes, suggesting more adequate treatment. Our results suggest that GST isoenzyme profile in combination with the kinetic properties of the total enzyme family is a sensitive test for the evaluation of the adequateness of the treatment of reclaimed wastewater and the reduction of potentially harmful compounds. Potentially, it may offer a 'fingerprint' characteristic of a particular effluent and probably of the treatment level it has been subjected.

  10. Nitrosamines in pilot-scale and full-scale wastewater treatment plants with ozonation.

    Science.gov (United States)

    Gerrity, Daniel; Pisarenko, Aleksey N; Marti, Erica; Trenholm, Rebecca A; Gerringer, Fred; Reungoat, Julien; Dickenson, Eric

    2015-04-01

    Ozone-based treatment trains offer a sustainable option for potable reuse applications, but nitrosamine formation during ozonation poses a challenge for municipalities seeking to avoid reverse osmosis and high-dose ultraviolet (UV) irradiation. Six nitrosamines were monitored in full-scale and pilot-scale wastewater treatment trains. The primary focus was on eight treatment trains employing ozonation of secondary or tertiary wastewater effluents, but two treatment trains with chlorination or UV disinfection of tertiary wastewater effluent and another with full advanced treatment (i.e., reverse osmosis and advanced oxidation) were also included for comparison. N-nitrosodimethylamine (NDMA) and N-nitrosomorpholine (NMOR) were the most prevalent nitrosamines in untreated (up to 89 ng/L and 67 ng/L, respectively) and treated wastewater. N-nitrosomethylethylamine (NMEA) and N-nitrosodiethylamine (NDEA) were detected at one facility each, while N-nitrosodipropylamine (NDPrA) and N-nitrosodibutylamine (NDBA) were less than their method reporting limits (MRLs) in all samples. Ozone-induced NDMA formation ranging from UV photolysis were effective for NDMA mitigation. NMOR was also removed with activated sludge but did not form during ozonation.

  11. Occurrence and fate of organic contaminants during onsite wastewater treatment.

    Science.gov (United States)

    Conn, Kathleen E; Barber, Larry B; Brown, Gregory K; Siegrist, Robert L

    2006-12-01

    Onsite wastewater treatment systems serve approximately 25% of the U.S. population. However, little is known regarding the occurrence and fate of organic wastewater contaminants (OWCs), including endocrine disrupting compounds, during onsite treatment. A range of OWCs including surfactant metabolites, steroids, stimulants, metal-chelating agents, disinfectants, antimicrobial agents, and pharmaceutical compounds was quantified in wastewater from 30 onsite treatment systems in Summit and Jefferson Counties, CO. The onsite systems represent a range of residential and nonresidential sources. Eighty eight percent of the 24 target compounds were detected in one or more samples, and several compounds were detected in every wastewater sampled. The wastewater matrices were complex and showed unique differences between source types due to differences in water and consumer product use. Nonresidential sources generally had more OWCs at higher concentrations than residential sources. Additional aerobic biofilter-based treatment beyond the traditional anaerobic tank-based treatment enhanced removal for many OWCs. Removal mechanisms included volatilization, biotransformation, and sorption with efficiencies from 99% depending on treatment type and physicochemical properties of the compound. Even with high removal rates during confined unit onsite treatment, OWCs are discharged to soil dispersal units at loadings up to 20 mg/m2/d, emphasizing the importance of understanding removal mechanisms and efficiencies in onsite treatment systems that discharge to the soil and water environments.

  12. Treatment of Tehran refinery wastewater using rotating biological contactor

    Energy Technology Data Exchange (ETDEWEB)

    Ghazi, Masoud; Mirsajadi, Hassan; Ganjidoust, Hossien [Tarbeyat Modarres Univ., Teheran (Iran, Islamic Republic of). Environmental Engineering Dept.

    1993-12-31

    Tehran Refinery is a large plant which produces several petroleum products. The wastewaters are generated from several different refinery processes and units. Because of the wastewaters uniqueness they need to be treated in each specific plant. Currently, an activated sludge system is the main biological wastewater treatment process in Tehran refinery plant. A study was initiated in order to find a more suitable and reliable process which can produce a better treated effluent which might, in case the process be successful, be reused for irrigation lands. 5 refs., 5 figs.

  13. WASTEWATER TREATMENT CENTER BENEFIT OF OR SLAUGHTER OF LIVESTOCK

    OpenAIRE

    Salas C., Gilberto; Facultad de Química e Ingeniería Química. Universidad Nacional Mayor de San Marcos. Lima-Perú; Condorhuamán C., Cesario; Facultad de Química e Ingeniería Química. Universidad Nacional Mayor de San Marcos. Lima-Perú

    2014-01-01

    The meat processing industry is believed to produce highly polluted wastewater. Analysis of such wastewater indicated that the waste was highly contaminated with organic compounds as indicated by DQO (mg/L), DBO (mg/L ), and TSS (mg/L ). Moreover, oil and grease concentrations reached mg/L treatment of raw wastewater using Dissolved Air Flotation (DAF) was studied. Efficiency of the DAF for the removal of DBO, DQO, and oil and grease was 80%, 75% y 95 % .The overall efficiency of the treatmen...

  14. Forward osmosis for application in wastewater treatment: a review.

    Science.gov (United States)

    Lutchmiah, Kerusha; Verliefde, A R D; Roest, K; Rietveld, L C; Cornelissen, E R

    2014-07-01

    Research in the field of Forward Osmosis (FO) membrane technology has grown significantly over the last 10 years, but its application in the scope of wastewater treatment has been slower. Drinking water is becoming an increasingly marginal resource. Substituting drinking water for alternate water sources, specifically for use in industrial processes, may alleviate the global water stress. FO has the potential to sustainably treat wastewater sources and produce high quality water. FO relies on the osmotic pressure difference across the membrane to extract clean water from the feed, however the FO step is still mostly perceived as a "pre-treatment" process. To prompt FO-wastewater feasibility, the focus lies with new membrane developments, draw solutions to enhance wastewater treatment and energy recovery, and operating conditions. Optimisation of these parameters are essential to mitigate fouling, decrease concentration polarisation and increase FO performance; issues all closely related to one another. This review attempts to define the steps still required for FO to reach full-scale potential in wastewater treatment and water reclamation by discussing current novelties, bottlenecks and future perspectives of FO technology in the wastewater sector.

  15. The effects of physicochemical wastewater treatment operations on forward osmosis

    DEFF Research Database (Denmark)

    Hey, Tobias; Bajraktari, Niada; Vogel, Jörg

    2016-01-01

    for small and medium-sized wastewater treatment plants. The study demonstrates that physicochemical pretreatment can improve the FO water flux by up to 20%. In contrast, the solute rejection decreases significantly compared to the FO-treated wastewater with mechanical pretreatment.......Raw municipal wastewater from a full-scale wastewater treatment plant was physicochemically pretreated in a large pilot-scale system comprising coagulation, flocculation, microsieve and microfiltration operated in various configurations. The produced microsieve filtrates and microfiltration...... performance was evaluated in terms of the water flux, water flux decline and solute rejections of biochemical oxygen demand, and total and soluble phosphorus. The obtained results were compared with the results of FO after only mechanical pretreatment. The FO permeates satisfied the Swedish discharge demands...

  16. Experimental Study on Advanced Treatment of Semi-coking Wastewater by Ozone Catalytic Oxidation%O3催化氧化深度处理兰炭废水的试验研究

    Institute of Scientific and Technical Information of China (English)

    孟庆锐; 安路阳; 李超; 王春旭; 王钟欧

    2013-01-01

    A new method of advanced treatment of semi-coking wastewater by ozone catalytic oxidation was proposed.CuO/γ-Al2O3 was prepared by impregnation with copper nitrate and alumina carrier, then characterized by XRD.Using the catalyst process the semi-coking wastewater after biochemical treatment by ozone catalytic oxidation.Experimental device was designed and influencing factors for COD removal efficiency such as amount of catalyst used, reaction time, amount of ozone used, sewage pH value and other factors were investigated.Experimental results showed that pH under acidic condition is helpful to better COD removal efficiency, improving the amount of ozone can contribute COD removal efficiency, and control catalyst dosage and reaction time within a certain range conductive to the removal of contaminants.When the catalytic process condition were as amount of CuO/γ-Al2O3 300 g, amount of ozone used 0.08 m3/h and pH in sewage 7 and the reaction time 1 h, the removal rate of COD from sewage was expected to reach 95%.The catalyst also exhibits the excellent activity and stability in 20times reaction of ozone catalytic oxidation.%采用O3催化氧化法深度处理兰炭废水,提出了兰炭废水达标排放的新处理方法.以铜为活性组分,氧化铝为载体采用浸渍法制备CuO/γ-AlO3催化剂,并采用XRD对其进行表征,利用催化剂结合O3催化氧化法去除兰炭废水中经生化处理后残留的污染物.设计了催化氧化试验装置,考察了催化剂投加量、反应时间、O3用量以及pH等因素对处理效果的影响.实验结果表明,pH在酸性条件下有利于COD去除率的提高,O3用量提高有助于COD去除率的提高,将催化剂用量和反应时间控制在一定范围内有利于污染物的去除;最佳条件下催化剂投加量300 g,反应时间1h,O3用量0.08 m3/h,pH为7左右时COD去除率可达到95%左右.另外,催化剂在20次反应过程中表现出较高的催化活性及较强的稳定性.

  17. Occurrence of bisphenol A in wastewater and wastewater sludge of CUQ treatment plant

    Directory of Open Access Journals (Sweden)

    Dipti Prakash Mohapatra

    2011-09-01

    Full Text Available The identification and quantification of bisphenol A (BPA in wastewater (WW and wastewater sludge (WWS is of major interest to assess the endocrine activity of treated effluent discharged into the environment. BPA is manufactured in high quantities fro its use in adhesives, powder paints, thermal paper and paper coatings among others. Due to the daily use of these products, high concentration of BPA was observed in WW and WWS. BPA was measured in samples from Urban Community of Quebec wastewater treatment plant located in Quebec (Canada using LC-MS/MS method. The results showed that BPA was present in significant quantities (0.07 μg L–1 to 1.68 μg L–1 in wastewater and 0.104 μg g–1 to 0.312 μg g–1 in wastewater sludge in the wastewater treatment plant (WWTP. The treatment plant is efficient (76 % in removal of pollutant from process stream, however, environmentally significant concentrations of 0.41 μg L–1 were still present in the treated effluent. Rheological study established the partitioning of BPA within the treatment plant. This serves as the base to judge the portion of the process stream requiring more treatment for degradation of BPA and also in selection of different treatment methods. Higher BPA concentration was observed in primary and secondary sludge solids (0.36 and 0.24 μg g–1, respectively as compared to their liquid counterpart (0.27 and 0.15 μg L–1, respectively separated by centrifugation. Thus, BPA was present in significant concentrations in the WWTP and mostly partitioned in the solid fraction of sludge (Partition coefficient (Kd for primary, secondary and mixed sludge was 0.013, 0.015 and 0.012, respectively.

  18. Gamma radiation induced effects on slaughterhouse wastewater treatment

    Science.gov (United States)

    Melo, Rita; Cabo Verde, Sandra; Branco, Joaquim; Botelho, M. Luisa

    2008-01-01

    A preliminary study using gamma radiation on slaughterhouse wastewater samples was carried out. Chemical oxygen demand (COD), biochemical oxygen demand (BOD) and total suspended solids (TSS) results were obtained at a dose rate of 0.9 kGy h -1. A decrease of COD, BOD and colour was observed after irradiation at high absorbed doses. The microbiological results, following irradiation in the same conditions, correlated with the BOD results. The results obtained highlight the potential of this technology for wastewater treatment.

  19. Optimum municipal wastewater treatment plant design with consideration of uncertainty

    Institute of Scientific and Technical Information of China (English)

    ZENG Guang-ming; LIN Yu-peng; QIN Xiao-sheng; HUANG Guo-he; LI Jian-bing; JIANG Ru

    2004-01-01

    A newly developed model for the optimum municipal wastewater treatment plant (MWTP) design is presented. Through introducing the interval variables, the model attempts to consider the effects of uncertainties caused by the fluctuation of the wastewater quality and quantity during the design of MWTP. The model solution procedure is illustrated in detail, and a numerical example is given to verify the feasibility and advantage of the model. Furthermore, the possibility of the model application is briefly outlined.

  20. Pulsed reactor modelling for catalytic micropollutant treatment in wastewater

    OpenAIRE

    Juarros Bertolín, Helena Georgina

    2011-01-01

    This study stems from the problem of the presence of micropollutants (including phenolic compounds such as Bisphenol A, Nonylphenol and Triclosan) in urban and industrial wastewaters. Systems used in the wastewater treatment plants are inefficient in removing these micropollutants that are harmful for the environment. In an ongoing project, laccases, a group of enzymes, are used to efficiently catalyse the degradation of phenolic micropollutants. In this master thesis, it is proposed...

  1. Environmental assessment of urban wastewater reuse: treatment alternatives and applications.

    Science.gov (United States)

    Meneses, Montse; Pasqualino, Jorgelina C; Castells, Francesc

    2010-09-01

    The main function of a Wastewater Treatment Plant is to minimize the environmental impact of discharging untreated water into natural water systems. Also a Wastewater Treatment Plant may get a resource from wastewater carrying out a tertiary treatment on the treated wastewater which can be reused in non-potable applications. Water reuse strategies are intended to address the problem of water scarcity without aggravating other environmental problems, thus reflecting the need of their environmental assessment. In this paper we used Life Cycle Assessment to evaluate different disinfection treatments (chlorination plus ultraviolet treatment, ozonation and ozonation plus hydrogen peroxide) and to assess the environmental advantages and drawbacks of urban wastewater reuse in non-potable applications. To do so, we compared the environmental impacts of producing 1m(3) of water for non-potable uses from reclaimed water, potable water and desalinated water sources. The calculation has used current operating data from a Wastewater Treatment Plant located in the Mediterranean area, although the results can be applied to any other plant with similar technology. The ozonation and ozonation plus hydrogen peroxide disinfection treatment technologies have similar environmental profiles. However most of the indicators are about 50% higher than the ultraviolet disinfection except for the acidification (100% higher) and photochemical oxidation (less than 5%). Non-potable uses (both agricultural and urban uses) of reclaimed water have environmental and economical advantages. Reuse of treated wastewater is particularly beneficial when it can replace desalinated water. Consequently, reclaimed water should be promoted for non-potable uses, when there is scarcity of freshwater.

  2. BIOFILTERS IN WASTEWATER TREATMENT AFTER RECYCLED PLASTIC MATERIALS

    Directory of Open Access Journals (Sweden)

    Irena Kania-Surowiec

    2014-10-01

    Full Text Available In this paper the possibility of using biological deposits in wastewater treatment of recycled plastics were presented. There are many aspects of this issue that should be considered to be able to use information technology solutions in the industry. This includes, inter alia, specify the types of laboratory tests based on the analysis of changes in the fluid during the wastewater treatment process, knowledge and selection factors for proper growth of biofilm in the deposit and to develop the right concept and a prototype for a particular processing plant, plastic processing plant. It is possible to determine the parameters that will increase the efficiency of sewage treatment while minimizing the financial effort on the part of the Company. Selection methods of wastewater treatment is also associated with the environmental strategy of the country at the enterprise level specified in the Environmental Policy. This is an additional argument for the use of biological methods in the treatment of industrial waste water.

  3. Yannawa wastewater treatment plant (Bangkok, Thailand): design, construction and operation.

    Science.gov (United States)

    Kirkwood, S

    2004-01-01

    Yannawa Wastewater Treatment plant (Phase 1) serves a population equivalent of 500,000 and is located on a restricted site within the city of Bangkok, Thailand. Secondary treatment is based on the CASS sequencing batch reactor (SBR) process and the plant is one of the largest multi-storey SBRs in the world. The limitation of available site area, the ground conditions and the characteristics of the wastewater to be treated set a series of challenges for the designers, contractors and commissioning and operational staff. This paper briefly describes the collection system, the process selection and the treatment streams of the wastewater treatment plant. The SBR secondary treatment plant is described in more detail. The problems that arose during commissioning and operation and the solutions made possible by the use of an SBR type of process are discussed. Details of plant performance during performance testing and during the first three years of plant operation are provided.

  4. Analysis of Treated Wastewater Produced from Al-Lajoun Wastewater Treatment Plant, Jordan

    Directory of Open Access Journals (Sweden)

    Waleed Manasreh

    2009-01-01

    Full Text Available Assessment of treated wastewater produced from Al-Lajoun collection tanks of the wastewater treatment plant in Karak province was carried out in term of physical properties, its major ionic composition, heavy metals and general organic content, for both wastewater influent and effluent. Sampling was done in two periods during (2005-2006 summer season and during winter season to detect the impact of climate on treated wastewater quality. Soil samples were collected from Al-Lajoun valley where the treated wastewater drained, to determine the heavy metal and total organic carbon concentrations at same time. The study showed that the treated wastewater was low in its heavy metals contents during both winter and summer seasons, which was attributed to high pH value enhancing their precipitations. Some of the major ions such as Cl-, Na+, HCO33-, Mg2+ in addition to biological oxygen demand and chemical oxygen demand were higher than the recommended Jordanian guidelines for drained water in valleys. The treated wastewater contained some organic compounds of toxic type such as polycyclic aromatic hydrocarbons. Results showed that the soil was low in its heavy metal contents and total organic carbon with distance from the discharging pond, which attributed to the adsorption of heavy metals, total organic carbon and sedimentation of suspended particulates. From this study it was concluded that the treated wastewater must be used in situ for production of animal fodder and prohibit its contact with the surface and groundwater resources of the area specially Al-Mujeb dam where it is collected.

  5. Toxicity evaluation of wastewater collected at different treatment stages from a pharmaceutical industrial park wastewater treatment plant.

    Science.gov (United States)

    Ma, Ke; Qin, Zhe; Zhao, Zhongqing; Zhao, Chunxia; Liang, Shuxuan

    2016-09-01

    The toxicity of water-receiving bodies, the effluent and other treatment stages in wastewater treatment plants has recently been of interest to the public due to the lack of a regulated toxicity-based index for wastewater discharge in China. This study aimed to evaluate the conventional pollution parameters and toxicities of wastewaters collected at different treatment stages from a pharmaceutical industrial park wastewater treatment plant through dehydrogenase activity (DHA) and bioluminescent bacteria (Vibrio qinghaiensis) tests. The results of an analysis of conventional parameters indicated that the total suspended solids (TSS), chemical oxygen demand (COD), total nitrogen (TN), ammonia nitrogen (NH3N), and total phosphorus (TP) were largely removed after various treatments. However, the TN, NH3N and COD still exceeded the regulated standards. The tested pharmaceutical park effluents were mainly polluted with organic pollutants and nitrogenous. The toxicity test results indicated that the toxicities could be markedly reduced after treatment, with the toxicities of two out of the six effluent samples at different treatment stages being greater than the influent toxicity. Spearman's rank correlation coefficients indicated a significantly positive correlation between the toxicity values obtained using the DHA and Vibrio qinghaiensis tests. Compared with the DHA measurement, the Vibrio qinghaiensis test was faster and more sensitive. Meanwhile, the toxicity indicators were significantly and positively correlated with the TSS, TN, TP and COD concentrations. These results may aid the understanding of the toxicity of pharmaceutical industrial park wastewaters and toxicity removal using the treatment techniques that are currently utilized in China.

  6. A Photocatalytic Rotating Disc Reactor with TiO₂ Nanowire Arrays Deposited for Industrial Wastewater Treatment.

    Science.gov (United States)

    Li, Fang; Szeto, Wai; Huang, Haibao; Li, Jiantao; Leung, Dennis Y C

    2017-02-22

    A photocatalytic rotating disc reactor (PRD-reactor) with TiO₂ nanowire arrays deposited on a thin Ti plate is fabricated and tested for industrial wastewater treatment. Results indicate that the PRD-reactor shows excellent decolorization capability when tested with methyl orange (>97.5%). Advanced oxidation processes (AOP), including photocatalytic oxidation and photolytic reaction, occurred during the processing. Efficiency of the AOP increases with reduction in light absorption pathlength, which enhanced the photocatalytic reaction, as well as by increasing oxygen exposure of the wastewater thin film due to the rotating disc design. It is found that, with a small dosage of hydrogen peroxide, the mineralization efficiency of industrial biodegraded wastewater can be enhanced, with a superior mineralization of >75% total organic carbon (TOC) removal. This is due to the fact that the TiO₂ photocatalysis and hydrogen peroxide processes generate powerful oxidants (hydroxyl radicals) that can strongly improve photocatalytic oxidation efficiency. Application of this industrial wastewater treatment system is benefited from the TiO₂ nanowire arrays, which can be fabricated by a mild solvothermal method at 80 °C and under atmospheric pressure. Similar morphologies and microstructures are found for the TiO₂ nanowire arrays deposited on a large metal Ti disc, which makes the wastewater treatment process more practical and economical.

  7. Contribution of Wastewater Treatment Plant Effluents to Nutrient Dynamics in Aquatic Systems: A Review

    Science.gov (United States)

    Carey, Richard O.; Migliaccio, Kati W.

    2009-08-01

    Excessive nutrient loading (considering nitrogen and phosphorus) is a major ongoing threat to water quality and here we review the impact of nutrient discharges from wastewater treatment plants (WWTPs) to United States (U.S.) freshwater systems. While urban and agricultural land uses are significant nonpoint nutrient contributors, effluent from point sources such as WWTPs can overwhelm receiving waters, effectively dominating hydrological characteristics and regulating instream nutrient processes. Population growth, increased wastewater volumes, and sustainability of critical water resources have all been key factors influencing the extent of wastewater treatment. Reducing nutrient concentrations in wastewater is an important aspect of water quality management because excessive nutrient concentrations often prevent water bodies from meeting designated uses. WWTPs employ numerous physical, chemical, and biological methods to improve effluent water quality but nutrient removal requires advanced treatment and infrastructure that may be economically prohibitive. Therefore, effluent nutrient concentrations vary depending on the particular processes used to treat influent wastewater. Increasingly stringent regulations regarding nutrient concentrations in discharged effluent, along with greater freshwater demand in populous areas, have led to the development of extensive water recycling programs within many U.S. regions. Reuse programs provide an opportunity to reduce or eliminate direct nutrient discharges to receiving waters while allowing for the beneficial use of reclaimed water. However, nutrients in reclaimed water can still be a concern for reuse applications, such as agricultural and landscape irrigation.

  8. ADVANCED TECHNOLOGY WASTEWATER TREATMENT OF NITRITE IONS

    OpenAIRE

    E. G. Morozov; V.M. Nikol`skii; T.V. Saprunova; A.A. Yakovlev

    2012-01-01

    The main reason for high concentration of nitrite ions in water is the existence of sources of industrial and agricultural pollution. Contamination of drinking water, juices, wine and other liquids of nitrite ions as a result of improper use of nitrogen fertilizers has an adverse effect on living organism, because under the influence of enzymes nitrite ions in living organisms form high carcinogenic nitrosamines, and the interaction of nitrite ions from blood hemoglobin causes such toxicity t...

  9. Physical-chemical pretreatment as an option for increased sustainability of municipal wastewater treatment plants.

    NARCIS (Netherlands)

    Mels, A.R.

    2001-01-01

    Keywords : municipal wastewater treatment, physical-chemical pretreatment, chemically enhanced primary treatment, organic polymers, environmental sustainabilityMost of the currently applied municipal wastewater treatment plants in The Netherlands are based on the activated sludge process and include

  10. Towards practical implementation of bioelectrochemical wastewater treatment

    NARCIS (Netherlands)

    Rozendal, R.A.; Hamelers, H.V.M.; Rabaey, K.; Keller, J.; Buisman, C.J.N.

    2008-01-01

    Bioelectrochemical systems (BESs), such as microbial fuel cells (MFCs) and microbial electrolysis cells (MECs), are generally regarded as a promising future technology for the production of energy from organic material present in wastewaters. The current densities that can be generated with laborato

  11. Wastewater treatment in relation to marine disposal

    DEFF Research Database (Denmark)

    Harremoës, Poul

    2002-01-01

    receiving the discharge. The EU has decided on regulation of wastewater treament by enforcing effluent standards. This is interpreted in relation to basic EU-principles and discussed with regard to an ethical framework of thinking. The conclusion is that basically different concepts are difficult...

  12. Fouling mechanism in advanced treatment of dyeing wastewater by ultrafiltration membrane%超滤膜深度处理染整废水的膜污染机理

    Institute of Scientific and Technical Information of China (English)

    付乐乐; 李方; 吴亮; 王歌

    2013-01-01

    highest which reaches 50 L/(m2·h). Cake filtration model is more adequate to represent 1 000 and 10 000 UF membrane for the relation of flux-time, whereas the completely blocking model describes is better for 100 000 UF membrane. It is found that 1 000 (PES) is more suitable for advanced treatment of this kind of dyeing wastewater.

  13. Membrane bioreactors and their uses in wastewater treatments

    Energy Technology Data Exchange (ETDEWEB)

    Le-Clech, Pierre [New South Wales Univ., Sydney (Australia). UNESCO Centre for Membrane Science and Technology

    2010-12-15

    With the current need for more efficient and reliable processes for municipal and industrial wastewaters treatment, membrane bioreactor (MBR) technology has received considerable attention. After just a couple of decades of existence, MBR can now be considered as an established wastewater treatment system, competing directly with conventional processes like activated sludge treatment plant. However, MBR processes still suffer from major drawbacks, including high operational costs due to the use of anti-fouling strategies applied to the system to maintain sustainable filtration conditions. Moreover, this specific use of membranes has not reached full maturity yet, as MBR suppliers and users still lack experience regarding the long-term performances of the system. Still, major improvements of the MBR design and operation have been witnessed over the recent years, making MBR an option of choice for wastewater treatment and reuse. This mini-review reports recent developments and current research trends in the field. (orig.)

  14. Membrane bioreactors and their uses in wastewater treatments.

    Science.gov (United States)

    Le-Clech, Pierre

    2010-12-01

    With the current need for more efficient and reliable processes for municipal and industrial wastewaters treatment, membrane bioreactor (MBR) technology has received considerable attention. After just a couple of decades of existence, MBR can now be considered as an established wastewater treatment system, competing directly with conventional processes like activated sludge treatment plant. However, MBR processes still suffer from major drawbacks, including high operational costs due to the use of anti-fouling strategies applied to the system to maintain sustainable filtration conditions. Moreover, this specific use of membranes has not reached full maturity yet, as MBR suppliers and users still lack experience regarding the long-term performances of the system. Still, major improvements of the MBR design and operation have been witnessed over the recent years, making MBR an option of choice for wastewater treatment and reuse. This mini-review reports recent developments and current research trends in the field.

  15. Opportunities for Automated Demand Response in California Wastewater Treatment Facilities

    Energy Technology Data Exchange (ETDEWEB)

    Aghajanzadeh, Arian [Lawrence Berkeley National Lab. (LBNL), Berkeley, CA (United States); Wray, Craig [Lawrence Berkeley National Lab. (LBNL), Berkeley, CA (United States); McKane, Aimee [Lawrence Berkeley National Lab. (LBNL), Berkeley, CA (United States)

    2015-08-30

    Previous research over a period of six years has identified wastewater treatment facilities as good candidates for demand response (DR), automated demand response (Auto-­DR), and Energy Efficiency (EE) measures. This report summarizes that work, including the characteristics of wastewater treatment facilities, the nature of the wastewater stream, energy used and demand, as well as details of the wastewater treatment process. It also discusses control systems and automated demand response opportunities. Furthermore, this report summarizes the DR potential of three wastewater treatment facilities. In particular, Lawrence Berkeley National Laboratory (LBNL) has collected data at these facilities from control systems, submetered process equipment, utility electricity demand records, and governmental weather stations. The collected data were then used to generate a summary of wastewater power demand, factors affecting that demand, and demand response capabilities. These case studies show that facilities that have implemented energy efficiency measures and that have centralized control systems are well suited to shed or shift electrical loads in response to financial incentives, utility bill savings, and/or opportunities to enhance reliability of service. In summary, municipal wastewater treatment energy demand in California is large, and energy-­intensive equipment offers significant potential for automated demand response. In particular, large load reductions were achieved by targeting effluent pumps and centrifuges. One of the limiting factors to implementing demand response is the reaction of effluent turbidity to reduced aeration at an earlier stage of the process. Another limiting factor is that cogeneration capabilities of municipal facilities, including existing power purchase agreements and utility receptiveness to purchasing electricity from cogeneration facilities, limit a facility’s potential to participate in other DR activities.

  16. Lime enhanced chromium removal in advanced integrated wastewater pond system.

    Science.gov (United States)

    Tadesse, I; Isoaho, S A; Green, F B; Puhakka, J A

    2006-03-01

    The removal of trivalent chromium from a combined tannery effluent in horizontal settling tanks and subsequent Advanced Integrated Wastewater Pond System (AIWPS) reactors was investigated. The raw combined effluent from Modjo tannery had pH in the range of 11.2-12. At this pH, a trivalent chromium removal of 46-72% was obtained in the horizontal settling tanks after a one-day detention time. Trivalent chromium precipitated as chromium hydroxide, Cr(OH)3. 58-95% Cr(III) was removed in the advanced facultative pond (AFP) where the water column pH of 7.2-8.4 was close to pH 8, which is the optimum precipitation pH for trivalent chromium. Chromium removals in the secondary facultative pond (SFP) and maturation pond (MP) were 30-50% and 6-16%, respectively. With Cr(III) concentration of 0.2-0.8 mg/l in the final treated effluent, the AIWPS preceded by horizontal settling tanks produced effluent that could easily meet most of the current Cr(III) discharge limits to receive water bodies.

  17. Predication of Fhhh potential in PTA wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    CHENG Shu-pei; SHI Lei; ZHANG Xu-xiang; YAN Jun; DING Zhong-hai; HAO Chun-bo

    2004-01-01

    Ebis is the intelligent environmental biotechnological informatics software developed for judging the effectiveness of the microorganism strain in the industrial wastewater treatment system(IWTS) at the optimal status. The parameter, as the objective function for the judgment, is the minimum reactor volume ( Vmin ) calculated by Ebis for microorganism required in wastewater treatment. The rationality and the universality of Ebis were demonstrated in the domestic sewage treatment system(DSTS) with the data published in USA and China at first, then Fhhh strain's potential for treating the purified terephthalic acid(PTA) was proved. It suggests that Ebis would be useful and universal for predicating the technique effectiveness in both DSTS and IWTS.

  18. Microorganisms in bioaerosol emissions from wastewater treatment plants during summer at a Mediterranean site.

    Science.gov (United States)

    Karra, Styliani; Katsivela, Eleftheria

    2007-03-01

    Measurements were conducted at a Mediterranean site (latitude 35 degrees 31' north and longitude 24 degrees 03' east) during summer, to study the concentration of microorganisms emitted from a wastewater treatment plant under intensive solar radiation (520-840 W/m2) and at elevated air temperatures (25-31 degrees C). Air samples were taken with the Air Sampler MAS 100 (Merck) at each stage of an activated-sludge wastewater treatment (pretreatment, primary settling tanks, aeration tanks, secondary settling tanks, chlorination, and sludge processors). Cultivation methods based on the viable counts of mesophilic heterotrophic bacteria, as well as of indicator microorganisms of faecal contamination (total and faecal coliforms and enterococci), and fungi were performed. During air sampling, temperature, solar radiation, relative humidity and wind speed were measured. The highest concentrations of airborne microorganisms were observed at the aerated grit removal of wastewater at the pretreatment stage. A gradual decrease of bioaerosol emissions was observed during the advanced wastewater treatment from the pretreatment to the primary, secondary and tertiary treatment (97.4% decrease of mesophilic heterotrophic bacteria, and 100% decrease of total coliforms, faecal coliforms and enterococci), 95.8% decrease of fungi. The concentration of the airborne microorganisms at the secondary and tertiary treatment of the wastewater was lower than in the outdoor control. At the same time, the reduction of the microbial load at the waste sludge processors was 19.7% for the mesophilic heterotrophic bacteria, 99.4% for the total coliforms, and 100% for the faecal coliforms and the enterococci, 84.2% for the fungi. The current study concludes that the intensive solar radiation, together with high ambient temperatures, as well as optimal wastewater treatment are the most important factors for low numbers of microbes in the air.

  19. Treatment of coking wastewater by using manganese and magnesium ores.

    Science.gov (United States)

    Chen, Tianhu; Huang, Xiaoming; Pan, Min; Jin, Song; Peng, Suchuan; Fallgren, Paul H

    2009-09-15

    This study investigated a wastewater treatment technique based on natural minerals. A two-step process using manganese (Mn) and magnesium (Mg) containing ores were tested to remove typical contaminants from coking wastewater. Under acidic conditions, a reactor packed with Mn ore demonstrated strong oxidizing capability and destroyed volatile phenols, chemical oxygen demand (COD)(,) and sulfide from the coking wastewater. The effluent was further treated by using Mg ore to remove ammonium-nitrogen and phosphate in the form of magnesium ammonium phosphate (struvite) precipitates. When pH of the wastewater was adjusted to 1.2, the removal efficiencies for COD, volatile phenol and sulfide reached 70%, 99% and 100%, respectively. During the second step of precipitation, up to 94% of ammonium was removed from the aqueous phase, and precipitated in the form of struvite with phosphorus. The struvite crystals showed a needle-like structure. X-ray diffraction and transmission electron microscopy were used to characterize the crystallized products.

  20. Paradigms of mangroves in treatment of anthropogenic wastewater pollution.

    Science.gov (United States)

    Ouyang, Xiaoguang; Guo, Fen

    2016-02-15

    Mangroves have been increasingly recognized for treating wastewater from aquaculture, sewage and other sources with the overwhelming urbanization trend. This study clarified the three paradigms of mangroves in disposing wastewater contaminants: natural mangroves, constructed wetlands (including free water surface and subsurface flow) and mangrove-aquaculture coupling systems. Plant uptake is the common major mechanism for nutrient removal in all the paradigms as mangroves are generally nitrogen and phosphorus limited. Besides, sediments accrete and provide substrates for microbial activities, thereby removing organic matter and nutrients from wastewater in natural mangroves and constructed wetlands. Among the paradigms, the mangrove-aquaculture coupling system was determined to be the optimal alternative for aquaculture wastewater treatment by multi-criterion decision making. Sensitivity analysis shows variability of alternative ranking but underpins the coupling system as the most environment-friendly and cost-efficient option. Mangrove restoration is expected to be achievable if aquaculture ponds are planted with mangrove seedlings, creating the coupling system.

  1. Innovative wastewater treatment using reversing anaerobic upflow system (RAUS)

    Energy Technology Data Exchange (ETDEWEB)

    Basu, S.K. [Univ. of Manitoba, Winnipeg, Manitoba (Canada). Environmental Engineering Div.

    1996-11-01

    Anaerobic processes are widely popular in the treatment of a variety of industrial wastewaters since the development of such high rate treatment processes like upflow anaerobic sludge blanket (UASB), anaerobic filter, and the fluidized-bed process. In order to devise a low cost/high technology system so that it would provide an economical solution to environmentally sound pollution control, the Reversing Anaerobic Upflow System (RAUS) was developed. The system consists of two anaerobic reactors connected to each other. At the beginning, one reactor is fed upwards with wastewater while the other acts as a settling tank. After a set interval of time, the flow is reversed such that the second reactor is fed with wastewater and the first one acts as the settler. This particular feeding pattern had shown improved settling characteristics and granulation of methanogenic biomass from research carried out at the Hannover University with different wastewaters. The biological reaction vessels to which wastewater is introduced intermittently functions basically as a sludge blanket type reactor although the costly integrated settling devices present in a typical UASB system are avoided. The RAUS combines three principle reactor configurations: (1) conventional with sludge recycling; (2) fill and draw or sequential batch, inflow maintained constant during feeding; (3) upflow anaerobic sludge blanket. A pilot scale RAUS was operated for 400 days using distillery wastewater consisting of molasses slop and bottle washing water mixed in the ratio 1:1. This paper discusses the results of pilot scale experiments.

  2. Cryptosporidium and Giardia removal by secondary and tertiary wastewater treatment.

    Science.gov (United States)

    Taran-Benshoshan, Marina; Ofer, Naomi; Dalit, Vaizel-Ohayon; Aharoni, Avi; Revhun, Menahem; Nitzan, Yeshayahu; Nasser, Abidelfatah M

    2015-01-01

    Wastewater disposal may be a source of environmental contamination by Cryptosporidium and Giardia. This study was conducted to evaluate the prevalence of Cryptosporidium oocysts and Giardia cysts in raw and treated wastewater effluents. A prevalence of 100% was demonstrated for Giardia cysts in raw wastewater, at a concentration range of 10 to 12,225 cysts L(-1), whereas the concentration of Cryptosporidium oocysts in raw wastewater was 4 to 125 oocysts L(-1). The removal of Giardia cysts by secondary and tertiary treatment processes was greater than those observed for Cryptosporidium oocysts and turbidity. Cryptosporidium and Giardia were present in 68.5% and 76% of the tertiary effluent samples, respectively, at an average concentration of 0.93 cysts L(-1) and 9.94 oocysts L(-1). A higher detection limit of Cryptosporidium oocysts in wastewater was observed for nested PCR as compared to immune fluorescent assay (IFA). C. hominis was found to be the dominant genotype in wastewater effluents followed by C. parvum and C. andersoni or C. muris. Giardia was more prevalent than Cryptosporidium in the studied community and treatment processes were more efficient for the removal of Giardia than Cryptosporidium. Zoonotic genotypes of Cryptosporidium were also present in the human community. To assess the public health significance of Cryptosporidium oocysts present in tertiary effluent, viability (infectivity) needs to be assessed.

  3. 纳米二氧化钛处理含汞废水技术研究进展%Advances in Treatment of Wastewater Containing Mercury by Titanium Dioxide Nanomaterials

    Institute of Scientific and Technical Information of China (English)

    张金洋; 何磊; 张成

    2014-01-01

    With the continuous development of nanotechnology,the property of nano-TiO2 will find ever-increasing wi-der application,for instance,in the field of pollutant treatment.After a literature review of the current situation in aspects of the mercury-containing wastewater treatment by nano-TiO2 ,and analysis is made of its adsorption,the influencing factors in the photocatalytic treatment of Hg(II)and the existing problems in hope of improving the mercury removal efficiency and in-creasing the use of the adsorption-photocatalytic technology for mercury containing wastewater treatment.%综述了纳米TiO2处理含汞废水的研究现状,分析了其吸附和光催化处理 Hg(Ⅱ)的影响因素及存在的问题,以期为进一步提高纳米TiO2的除汞效率及其吸附-光催化技术在含汞废水处理中的应用提供基础。

  4. Effect of low - temperature on effluent quality of MBBR and SBR for wastewater advanced treatment%低温对MBBR、SBR深度处理废水出水水质的影响

    Institute of Scientific and Technical Information of China (English)

    牛川; 任洪强; 丁丽丽; 李秋成; 王钊

    2011-01-01

    比较了低温和常温下移动床生物膜反应器(MBBR)与 SBR 深度处理低浓度废水的出水水质,研究了低温对反应器出水 COD、运行温度、DO、出水 pH、出水蛋白质质量浓度的影响.实验结果表明:相同曝气和环境温度条件下,MBBR 比 SBR 的运行温度高 0.5-1.5 ℃,受环境温度影响更小;与常温相比,低温反应器内 DO 高约 1.2mg/L;在低温条件下,MBBR 容易出现酸化现象,SBR 的 pH 保持正常;低温条件下 MBBR 出水蛋白质质量浓度高,蛋白质质量浓度随温度变化浮动较大,这对于 MBBR 出水水质造成一定影响.%The effluent qualities of moving bed biomembrane reactor ( MBBR ) and sequencing batch reactor ( SBR ) for advanced treatment of low-concentration wastewater at low temperature and atmospheric temperature were compared with each other. The effect of low temperature on effluent COD, running temperature, DO, effluent pH and protein mass concentration were studied. The experimental results show that: Under the same conditions of aeration and ambient temperature, the running temperature of MBBR is higher than that of SBR by 0. 5 - 1. 5 ℃ , and MBBR is less affected by temperature; The DO of reactors at low-temperature are higher than those at atmospheric temperature by about 1. 2 mg/L; At low-temperature, acidification is prone to occur in MBBR. while the pH of SBR is maintained normal; The protein mass concentration of MBBR effluent at lowtemperature is higher and varies greatly with temperature change, which may affect MBBR effluent quality.

  5. Net-Zero-Energy Model for Sustainable Wastewater Treatment.

    Science.gov (United States)

    Yan, Peng; Qin, Rong-Cong; Guo, Jin-Song; Yu, Qiang; Li, Zhe; Chen, You-Peng; Shen, Yu; Fang, Fang

    2017-01-17

    A large external energy input prevents wastewater treatment from being environmentally sustainable. A net-zero-energy (NZE) wastewater treatment concept based on biomass energy recycling was proposed to avoid wasting resources and to promote energy recycling in wastewater treatment plants (WWTPs). Simultaneously, a theoretical model and boundary condition based on energy balance were established to evaluate the feasibility of achieving NZE in WWTPs; the model and condition were employed to analyze data from 20 conventional WWTPs in China. A total of six WWTPs can currently export excess energy, eight WWTPs can achieve 100% energy self-sufficiency by adjusting the metabolic material allocation, and six municipal WWTPs cannot achieve net-zero energy consumption based on the evaluation of the theoretical model. The NZE model offset 79.5% of the electricity and sludge disposal cost compared with conventional wastewater treatment. The NZE model provides a theoretical basis for the optimization of material regulation for the effective utilization of organic energy from wastewater and promotes engineering applications of the NZE concept in WWTPs.

  6. Optimal flow sensor placement on wastewater treatment plants.

    Science.gov (United States)

    Villez, Kris; Vanrolleghem, Peter A; Corominas, Lluís

    2016-09-15

    Obtaining high quality data collected on wastewater treatment plants is gaining increasing attention in the wastewater engineering literature. Typical studies focus on recognition of faulty data with a given set of installed sensors on a wastewater treatment plant. Little attention is however given to how one can install sensors in such a way that fault detection and identification can be improved. In this work, we develop a method to obtain Pareto optimal sensor layouts in terms of cost, observability, and redundancy. Most importantly, the resulting method allows reducing the large set of possibilities to a minimal set of sensor layouts efficiently for any wastewater treatment plant on the basis of structural criteria only, with limited sensor information, and without prior data collection. In addition, the developed optimization scheme is fast. Practically important is that the number of sensors needed for both observability of all flows and redundancy of all flow sensors is only one more compared to the number of sensors needed for observability of all flows in the studied wastewater treatment plant configurations.

  7. Introduction to Chemistry for Water and Wastewater Treatment Plant Operators. Water and Wastewater Training Program.

    Science.gov (United States)

    South Dakota Dept. of Environmental Protection, Pierre.

    Presented are basic concepts of chemistry necessary for operators who manage drinking water treatment plants and wastewater facilities. It includes discussions of chemical terms and concepts, laboratory procedures for basic analyses of interest to operators, and discussions of appropriate chemical calculations. Exercises are included and answer…

  8. Integration of energy and environmental systems in wastewater treatment plants

    Directory of Open Access Journals (Sweden)

    Suzanna Long, Elizabeth Cudney

    2012-01-01

    Full Text Available Most wastewater treatment facilities were built when energy costs were not a concern; however, increasing energy demand, changing climatic conditions, and constrained energy supplies have resulted in the need to apply more energy-conscious choices in the maintenance or upgrade of existing wastewater treatment facilities. This research develops an integrated energy and environmental management systems model that creates a holistic view of both approaches and maps linkages capable of meeting high-performing energy management while meeting environmental standards. The model has been validated through a case study on the Rolla, Missouri Southeast Wastewater Treatment Plant. Results from plant performance data provide guidance to improve operational techniques. The significant factors contributing to both energy and environmental systems are identified and balanced against considerations of cost.

  9. Biological Treatment of Wastewater by Sequencing Batch Reactors

    Directory of Open Access Journals (Sweden)

    Tsvetko Prokopov

    2014-04-01

    Full Text Available In the present paper the operation of wastewater treatment plant (WWTP in the town of Hisarya which includes a biological stage with aeration basins of cyclic type (SBR-method was studied. The values of the standard indicators of input and output water from the wastewater treatment plant were evaluated. Moreover, the reached effects due to the biological treatment of the wastewater in terms of the COD (95.7%, BOD5 (96.6%, total nitrogen (81.3%, total phosphorus (53.7% and suspended solids (95.7% were established. It was concluded that the indexes of the treated water were significantly below the emission limits specified in the discharge permit

  10. Integration of energy and environmental systems in wastewater treatment plants

    Energy Technology Data Exchange (ETDEWEB)

    Long, Suzanna [Department of Engineering Management and Systems Engineering, 600 W, 14th Street, 215 EMGT Building, Rolla, MO-65401, 573-341-7621 (United States); Cudney, Elizabeth [Department of Engineering Management and Systems Engineering, 600 W, 14th Street, 217 EMGT Building, Rolla, MO-65401, 573-341-7931 (United States)

    2012-07-01

    Most wastewater treatment facilities were built when energy costs were not a concern; however, increasing energy demand, changing climatic conditions, and constrained energy supplies have resulted in the need to apply more energy-conscious choices in the maintenance or upgrade of existing wastewater treatment facilities. This research develops an integrated energy and environmental management systems model that creates a holistic view of both approaches and maps linkages capable of meeting high-performing energy management while meeting environmental standards. The model has been validated through a case study on the Rolla, Missouri Southeast Wastewater Treatment Plant. Results from plant performance data provide guidance to improve operational techniques. The significant factors contributing to both energy and environmental systems are identified and balanced against considerations of cost.

  11. Degradation of antibiotic activity during UV/H2O2 advanced oxidation and photolysis in wastewater effluent.

    Science.gov (United States)

    Keen, Olya S; Linden, Karl G

    2013-11-19

    Trace levels of antibiotics in treated wastewater effluents may present a human health risk due to the rise of antibacterial activity in the downstream environments. Advanced oxidation has a potential to become an effective treatment technology for transforming trace antibiotics in wastewater effluents, but residual or newly generated antibacterial properties of transformation products are a concern. This study demonstrates the effect of UV photolysis and UV/H2O2 advanced oxidation on transformation of 6 antibiotics, each a representative of a different structural class, in pure water and in two different effluents and reports new or confirmatory photolysis quantum yields and hydroxyl radical rate constants. The decay of the parent compound was monitored with HPLC/ITMS, and the corresponding changes in antibacterial activity were measured using bacterial inhibition assays. No antibacterially active products were observed following treatment for four of the six antibiotics (clindamycin, ciprofloxacin, penicillin-G, and trimethoprim). The remaining two antibiotics (erythromycin and doxycycline) showed some intermediates with antibacterial activity at low treatment doses. The antibacterially active products lost activity as the UV dose increased past 500 mJ/cm(2). Active products were observed only in wastewater effluents and not in pure water, suggesting that complex secondary reactions controlled by the composition of the matrix were responsible for their formation. This outcome emphasizes the importance of bench-scale experiments in realistic water matrices. Most importantly, the results indicate that photosensitized processes during high dose wastewater disinfection may be creating antibacterially active transformation products from some common antibiotics.

  12. Solar Photocatalytic Treatment of Synthetic Municipal Wastewater

    Energy Technology Data Exchange (ETDEWEB)

    Kositzi, M.; Poulios, I.; Malato, S.; Caceres, J.; Campos, A.

    2002-07-01

    The photocatalytic organic content reduction of a selected synthetic municipal wastewater (SYMAWE), using heterogeneous and homogeneous photocatalytic methods under solar irradiation, has been studied at pilot plant scale at the Plataforma Solar de Almeria. In the case of heterogenous photocatalysis the effect of catalysts concentration, pH values and oxidants on the decomposition degree of the wastewater was examined. By an accumulation energy of 50 KJ I''-1 the synergetic effect of TiO{sub 2} P-25 with H{sub 2}O{sub 2} and Na{sub 2}S{sub 2}O{sub 8} leads to a 55% and 73% reduction of the initial organic carbon content respectively. The Photo-Fenton process shows to be more efficient for this type of wastewater in comparison to the TiO{sub 2}/oxidant system. An accumulation energy of 20 KJ I''-1 leads to 80% reduction of the organic content. The presence of oxalate in the Fe''+3/H{sub 2}O{sub 2} system leads to an additional improvement of the photocatalytic efficiency. (Author) 11 refs.

  13. Solar photocatalytic treatment of synthetic municipal wastewater

    Energy Technology Data Exchange (ETDEWEB)

    Kositzi, M.; Poulios, I. [University of Thessaloniki (Greece). Department of Chemistry, Lab. Physical Chemistry; Malato, S.; Caceres, J.; Campos, A. [Plataforma Solar de Almeria, Tabernas (Spain)

    2004-03-01

    The photocatalytic organic content reduction of a selected synthetic municipal wastewater by the use of heterogeneous and homogeneous photocatalytic methods under solar irradiation has been studied at a pilot-plant scale at the Plataforma Solar de Almeria. In the case of heterogeneous photocatalysis the effect of catalysts and oxidants concentration on the decomposition degree of the wastewater was examined. By an accumulation energy of 50 kJ L{sup -1} the synergetic effect of 0.2 g L{sup -1} TiO{sub 2} P-25 with hydrogen peroxide (H{sub 2}O{sub 2}) and Na{sub 2}S{sub 2}O{sub 8} leads to a 55% and 73% reduction of the initial organic carbon content, respectively. The photo-fenton process appears to be more efficient for this type of wastewater in comparison to the TiO{sub 2}/oxidant system. An accumulation energy of 20 kJ L{sup -1} leads to 80% reduction of the organic content. The presence of oxalate in the Fe{sup 3+}/H{sub 2}O{sub 2} system leads to an additional improvement of the photocatalytic efficiency. (author)

  14. Construction of Industrial Electron Beam Plant for Wastewater Treatment

    Energy Technology Data Exchange (ETDEWEB)

    Han, B.; Kim, J.; Kim, Y.; Kim, S.; Lee, M.; Choi, J.; Ahn, S.; Makarov, I.E.; Ponomarev, A.V.

    2004-10-06

    A pilot plant for treating 1,000 m3/day of dyeing wastewater with e-beam has been constructed and operated since 1998 in Daegu, Korea together with the biological treatment facility. The wastewater from various stages of the existing purification process has been treated with electron beam in this plant, and it gave rise to elaborate the optimal technology of the electron beam treatment of wastewater with increased reliability at instant changes in the composition of wastewater. Installation of the e-beam pilot plant resulted in decolorizing and destructive oxidation of organic impurities in wastewater, appreciable to reduction of chemical reagent consumption, in reduction of the treatment time, and in increase in flow rate limit of existing facilities by 30-40%. Industrial plant for treating 10,000 m3/day, based upon the pilot experimental result, is under construction and will be finished by 2005. This project is supported by the International Atomic Energy Agency (IAEA) and Korean Government.

  15. Interior microelectrolysis oxidation of polyester wastewater and its treatment technology.

    Science.gov (United States)

    Yang, Xiaoyi

    2009-09-30

    This paper has investigated the effects of interior microelectrolysis pretreatment on polyester wastewater treatment and analyzed its mechanism on COD and surfactant removal. The efficiency of interior microelectrolysis is mainly influenced by solution pH, aeration and reaction time. Contaminants can be removed not only by redox reaction and flocculation in the result of ferrous and ferric hydroxides but also by electrophoresis under electric fields created by electron flow. pH confirms the chemical states of surfactants, Fe(II)/Fe(III) ratio and the redox potential, and thus influences the effects of electrophoresis, flocculation and redox action on contaminant removal. Anaerobic and aerobic batch tests were performed to study the degradation of polyester wastewater. The results imply that interior microelectrolysis and anaerobic pretreatment are lacking of effectiveness if applied individually in treating polyester wastewater in spite of their individual advantages. The interior microelectrolysis-anaerobic-aerobic process was investigated to treat polyester wastewater with comparison with interior microelectrolysis-aerobic process and anaerobic-aerobic process. High COD removal efficiencies have been gotten by the combination of interior microelectrolysis with anaerobic technology and aerobic technology. The results also imply that only biological treatment was less effective in polyester wastewater treatment.

  16. Electrospun nylon 6 microfiltration membrane for treatment of brewery wastewater

    Science.gov (United States)

    Islam, Md. Shahidul; Sultana, Sormin; Rahaman, Md. Saifur

    2016-07-01

    Nylon 6 microfiltration membrane, for the treatment of brewery wastewater, was fabricated using an electrospinning technique, followed by hot-pressing. The fabricated membrane was robust and demonstrated highly hydrophilic property (water contact angle 39° at the touching point to the membrane surface and the water droplet was completely immersed into the membrane in 7 seconds), and higher porosity (65%) with pore sizes of 100 to 210 nm. The electrospun nylon 6 membrane showed higher pure water flux (850 LMH) at an applied pressure of 4 psi. The same membrane also demonstrated a 95% rejection rate of suspended solids (SS) in brewery wastewater treatment.

  17. A systematic methodology for controller tuning in wastewater treatment plants

    DEFF Research Database (Denmark)

    Mauricio Iglesias, Miguel; Jørgensen, S.B.; Sin, G.

    2012-01-01

    Wastewater treatment plants are typically subject to continuous disturbances caused by influent variations which exhibits diurnal patterns as well as stochastic changes due to rain and storm water events. In order to achieve an efficient operation, the control system of the plant should be able...... to respond appropriately and reject these disturbances in the influent. A methodology is described here which systematically addresses the assessment of the plant and the influent dynamics, in order to propose a controller tuning that is best adapted to an existing or planned wastewater treatment plant...

  18. Study on industrial wastewater treatment using superconducting magnetic separation

    Science.gov (United States)

    Zhang, Hao; Zhao, Zhengquan; Xu, Xiangdong; Li, Laifeng

    2011-06-01

    The mechanism of industrial wastewater treatment using superconducting magnetic separation is investigated. Fe 3O 4 nanoparticles were prepared by liquid precipitation and characterized by X-ray diffraction (XRD). Polyacrylic acid (PAA) film was coated on the magnetic particles using plasma coating technique. Transmission electron microscope (TEM) observation and infrared spectrum measurement indicate that the particle surface is well coated with PAA, and the film thickness is around 1 nm. Practical paper factory wastewater treatment using the modified magnetic seeds in a superconducting magnet (SCM) was carried out. The results show that the maximum removal rate of chemical oxygen demand (COD) by SCM method can reach 76%.

  19. Treatment of wastewater from service areas at motorways

    Directory of Open Access Journals (Sweden)

    Makowska Małgorzata

    2016-12-01

    Full Text Available This paper deals with wastewater treatment systems placed in motorway service areas (MSAs. In the years 2008-2009 eight of such facilities installed on the stretch of the A2 motorway between Poznań and Nowy Tomyśl were examined and analyzed. The system consists of a septic tank, a submerged aerated biofilter and an outflow filter. The volume of traffic on the highway was analyzed, the amount of water use was measured and peak factors were calculated. On this basis it was concluded that the inflows to the wastewater treatment systems in many cases exceeded the nominal design values.

  20. THE EXPERIMENTAL STUDY ON ADVANCED TREATMENT OF PULP AND PAPER WASTEWATER BASED ONOZONE-HYDROGEN PEROXIDE AND COAGULATION%O3/H2O2联用工艺深度处理制浆造纸废水的试验研究

    Institute of Scientific and Technical Information of China (English)

    张莹莹; 买文宁; 马静; 王国媛

    2012-01-01

    制浆造纸废水对水环境的污染十分严重,对其进行深度处理,势在必行,同时对废水深度处理技术的研究和应用也有着重要的意义.本文采用O3/H2O2工艺深度处理制浆造纸废水,考察了臭氧氧化法以及臭氧和过氧化氢联合工艺对废水COD、色度的去除效果和影响因素.结果表明,采用O3/H2O2联合工艺深度处理制浆造纸废水,效果显著,最终可将废水COD从300 mg·L-1降至95.250 mg· L-1,色度由350倍降至4倍以下,出水浊度小于5 NTU基本达到污水回用标准.%Pulp and paper wastewater was one of the most significant resources of water pollution, it was imperative to have a advanced treatment. Meanwhile to the depth of wastewater treatment technology research and the application may also have important implications. This thesis adopted ozone, ozone-hydrogen peroxide solution and coagulating sedimentation process deep treatment of pulp and paper wastewater, inspecting the influencing factors and the removal effectiveness of wastewater COD, coloring removal by the process of ozone oxidation and ozone-hydrogen process. While water of ozone oxidation flocculation processing, mainly inspect the different type coagulants (PAC, PFS) and coagulant (PAM) combination of wastewater, COD, turbidity removal efficiency of influencing factors. Experimental results proved that the O3 / H2O2 and coagulating sedimentation process had high performance to treatment the pulp and paper wastewater. Eventually will make the COD by 300 mg· L-1 drop to 95.25 mg · L-1, chroma 350 times to reduce by 4 times, turbidity less than 5 NTU, which can achieve sewage reuse criteria.

  1. Electrochemical wastewater treatment directly powered by photovoltaic panels: electrooxidation of a dye-containing wastewater.

    Science.gov (United States)

    Valero, David; Ortiz, Juan M; Expósito, Eduardo; Montiel, Vicente; Aldaz, Antonio

    2010-07-01

    Electrochemical technologies have proved to be useful for the treatment of wastewater, but to enhance their green characteristics it seems interesting to use a green electric energy such as that provided by photovoltaic (PV) cells, which are actually under active research to decrease the economic cost of solar kW. The aim of this work is to demonstrate the feasibility and utility of using an electrooxidation system directly powered by a photovoltaic array for the treatment of a wastewater. The experimental system used was an industrial electrochemical filter press reactor and a 40-module PV array. The influence on the degradation of a dye-containing solution (Remazol RB 133) of different experimental parameters such as the PV array and electrochemical reactor configurations has been studied. It has been demonstrated that the electrical configuration of the PV array has a strong influence on the optimal use of the electric energy generated. The optimum PV array configuration changes with the intensity of the solar irradiation, the conductivity of the solution, and the concentration of pollutant in the wastewater. A useful and effective methodology to adjust the EO-PV system operation conditions to the wastewater treatment is proposed.

  2. Advanced Treatment of Coking Wastewater with a Novel Heterogeneous Electro-Fenton Technology%新型非均相电-Fenton技术深度处理焦化废水

    Institute of Scientific and Technical Information of China (English)

    李海涛; 李玉平; 张安洋; 曹宏斌; 李鑫钢; 张懿

    2011-01-01

    分别采用高效氯气还原阴极PAQ/GF和形稳性阳极IrO2-RuO2-TiO2/Ti做为阴、阳极,填充非均相催化剂,研究一种阴、阳极同时催化氧化的电化学过程,并应用于焦化废水生化出水深度处理.采用在石墨毡上电聚合蒽醌制备PAQ/GF电极,并用循环伏安进行了表征.结果表明,蒽醌在电极表面具有很好的可逆性,并对电催化还原氧气生成过氧化氢(H2O2)表现很高的电催化活性;隔膜电解槽中PAQ/GF做阴极,在-0.7 V(相对饱和甘汞电极)和pH 6下电解6 h后,H2O2浓度为13.5mmol/L,电流效率>50%.采用浸渍法制备了非均相催化剂Fe-Cu/Y350,通过结晶紫褪色反应和羟自由基探针化合物(对氯苯甲酸)氧化反应验证Fe-Cu/Y350催化H 202产生了羟基自由基(·OH);使用Fe-Cu/Y350催化次氯酸钠氧化处理焦化废水,COD去除率达到26%,远高于没有催化剂时的11%.利用组装的电催化反应器对焦化废水进行处理,COD去除率达到49.4%,远高于传统的双极氧化过程(29.8%),其中阴极与阳极催化过程对COD去除的贡献率分别为26.0%和23.4%.在优化条件下(初始COD=192 mg/L、I=10 A·m-2、pH 4~5)电解1 h后,焦化废水COD去除率>50%.反应途径可能为:氧气在PAQ/GF电极上高效电催化还原为H2O2,再经Fe-Cu/Y350催化分解产生·OH,从而将有机污染物氧化分解;氯离子在IrO2-RuO2-TiO2/Ti电极氧化产生Cl2或次氯酸,并在Fe-Cu/Y350催化作用下将有机污染物氧化或有机物在阳极直接氧化降解.%A novel electro-catalytic reactor, with oxygen-reduction cathode (PAQ/GF), dimensionally stable anode (IrO2-RuO2-TiO2/Ti) and heterogeneous catalysts, is developed for advanced treatment of coking wastewater after biological process, integrating cathodic and anodic simultaneous oxidation processes. A PAQ/GF electrode was synthesized by the electro-polymerization of 2-ethyl anthraquinone on graphite felt, which was characterized with cyclic vohametry measurements

  3. An integrated system to remote monitor and control anaerobic wastewater treatment plants through the internet.

    Science.gov (United States)

    Bernard, O; Chachuat, B; Hélias, A; Le Dantec, B; Sialve, B; Steyer, J-P; Lardon, L; Neveu, P; Lambert, S; Gallop, J; Dixon, M; Ratini, P; Quintabà, A; Frattesi, S; Lema, J M; Roca, E; Ruiz, G; Rodriguez, J; Franco, A; Vanrolleghem, P; Zaher, U; De Pauw, D J W; De Neve, K; Lievens, K; Dochaine, D; Schoefs, O; Fibrianto, H; Farina, R; Alcaraz Gonzalez, V; Gonzalez Alvarez, V; Lemaire, P; Martinez, J A; Esandi, F; Duclaud, O; Lavigne, J F

    2005-01-01

    The TELEMAC project brings new methodologies from the Information and Science Technologies field to the world of water treatment. TELEMAC offers an advanced remote management system which adapts to most of the anaerobic wastewater treatment plants that do not benefit from a local expert in wastewater treatment. The TELEMAC system takes advantage of new sensors to better monitor the process dynamics and to run automatic controllers that stabilise the treatment plant, meet the depollution requirements and provide a biogas quality suitable for cogeneration. If the automatic system detects a failure which cannot be solved automatically or locally by a technician, then an expert from the TELEMAC Control Centre is contacted via the internet and manages the problem.

  4. Combined photo-Fenton-SBR process for antibiotic wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Elmolla, Emad S., E-mail: em_civil@yahoo.com [Department of Civil Engineering, Faculty of Engineering, Al-Azhar University, Cairo (Egypt); Chaudhuri, Malay [Department of Civil Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak (Malaysia)

    2011-09-15

    Highlights: {center_dot} The work focused on hazardous wastewater (antibiotic wastewater) treatment. {center_dot} Complete degradation of the antibiotics achieved by the treatment process. {center_dot} The SBR performance was found to be very sensitive to BOD{sub 5}/COD ratio below 0.40. {center_dot} Combined photo-Fenton-SBR process is a feasible treatment process for the antibiotic wastewater. - Abstract: The study examined combined photo-Fenton-SBR treatment of an antibiotic wastewater containing amoxicillin and cloxacillin. Optimum H{sub 2}O{sub 2}/COD and H{sub 2}O{sub 2}/Fe{sup 2+} molar ratio of the photo-Fenton pretreatment were observed to be 2.5 and 20, respectively. Complete degradation of the antibiotics occurred in one min. The sequencing batch reactor (SBR) was operated at different hydraulic retention times (HRTs) with the wastewater treated under different photo-Fenton operating conditions (H{sub 2}O{sub 2}/COD and H{sub 2}O{sub 2}/Fe{sup 2+} molar ratio). The SBR performance was found to be very sensitive to BOD{sub 5}/COD ratio of the photo-Fenton treated wastewater. Statistical analysis of the results indicated that it was possible to reduce the Fe{sup 2+} dose and increase the irradiation time of the photo-Fenton pretreatment. The best operating conditions of the combined photo-Fenton-SBR treatment were observed to be H{sub 2}O{sub 2}/COD molar ratio 2, H{sub 2}O{sub 2}/Fe{sup 2+} molar ratio 150, irradiation time 90 min and HRT of 12 h. Under the best operating conditions, 89% removal of sCOD with complete nitrification was achieved and the SBR effluent met the discharge standards.

  5. Energy saving on wastewater treatment plants through improved online control: case study wastewater treatment plant Antwerp-South.

    Science.gov (United States)

    De Gussem, Kris; Fenu, Alessio; Wambecq, Tom; Weemaes, Marjoleine

    2014-01-01

    This work provides a case study on how activated sludge modelling and computational fluid dynamics (CFD) can help to optimize the energy consumption of a treatment plant that is already equipped with an advanced control based on online nutrient measurements. Currently, aeration basins on wastewater treatment plant Antwerp-South are operated sequentially while flow direction and point of inflow and outflow vary as a function of time. Activated sludge modelling shows that switching from the existing alternating flow based control to a simultaneous parallel feeding of all aeration tanks saves 1.3% energy. CFD calculations also illustrate that the water velocity is still sufficient if some impellers in the aeration basins are shutdown. The simulations of the Activated Sludge Model No. 2d indicate that the coupling of the aeration control with the impeller control, and automatically switching off some impellers when the aeration is inactive, can save 2.2 to 3.3% of energy without affecting the nutrient removal efficiency. On the other hand, all impellers are needed when the aeration is active to distribute the oxygen.

  6. Coagulation and Adsorption Treatment of Printing Ink Wastewater

    Directory of Open Access Journals (Sweden)

    Maja Klančnik

    2015-03-01

    Full Text Available The intention of the study was to improve the efficiency of total organic carbon (TOC and colour removal from the wastewater samples polluted with flexographic printing ink following coagulation treatments with further adsorption onto activated carbons and ground orange peel. The treatment efficiencies were compared to those of further flocculation treatments and of coagulation and adsorption processes individually. Coagulation was a relatively effective single-treatment method, removing 99.7% of the colour and 86.9% of the organic substances (TOC from the printing ink wastewater samples. Further flocculation did not further eliminate organic pollutants, whereas subsequent adsorption with 7 g/l of granular activated carbon further reduced organic substances by 35.1%, and adsorption with 7 g/l of powdered activated carbon further reduced organic substances by 59.3%. Orange peel was an inappropriate adsorbent for wastewater samples with low amounts of pollution, such as water that had been treated by coagulation. However, in highly polluted printing ink wastewater samples, the adsorption treatment with ground orange peel achieved efficiencies comparable to those of the granular activated carbon treatments.

  7. Treatment of wastewater from dyes manufacture using adsorption

    Energy Technology Data Exchange (ETDEWEB)

    Rathi, A.K.A.; Puranik, S.A. [Govt. of Gujarat, Gandhinagar (India). Industries Commissionerate

    2003-11-01

    In a typical wastewater treatment flow sheet used by several industrial units in India, various stages of treatment include the primary treatment-oil/grease removal and neutralization, followed by the secondary treatment-chemical/biological oxidation and clarification, and the tertiary treatment-adsorption onto activated carbon. The neutralization of the wastewater with acid/milk of lime increases the concentration of total dissolved solids, which adversely affects the activity of microorganisms during biological oxidation process. To overcome this limitation, adsorption is proposed in the first stage of treatment and other stages could follow depending on the quality of the wastewater. Experiments were carried out on wastewater samples from different plants manufacturing dyes using various adsorbents - activated carbon, fly ash, bentonite and lignite. The effectiveness of adsorbents in reducing chemical oxygen demand (COD) and colour was evaluated. The results of COD reduction are fitted into different models available in the literature. A model for predicting COD equilibrium values is proposed. Sorption kinetics and rate of reduction of COD over time are also discussed.

  8. Fecal contamination of wastewater treatment plants in Portugal.

    Science.gov (United States)

    Oliveira, Manuela; Serrano, Isa; Van Harten, Sofia; Bessa, Lucinda J; Bernardo, Fernando; da Costa, Paulo Martins

    2016-07-01

    Reutilization of effluents from wastewater treatment plants (WWTP) for non-potable applications is increasing due to the reduction of sustainable water resources. These products mostly come from municipal WWTP and also from slaughterhouses effluents. The microbiological certification of these products is mandatory before their discharge into the environment. This study evaluates if the treatment applied in WWTP to municipal waters or to poultry slaughterhouse effluents distributed over the Portuguese continental territory is efficient in reducing the microbiological risk associated with the reutilization of those wastewaters and sludges. Fecal indicators Escherichia coli and enterococci were evaluated in 42 and 24 wastewater samples from 14 municipal WWTP and 8 poultry slaughterhouse treatment plants, respectively, by the conventional culture method and a rapid Fluorescent in situ hybridization (FISH) technique. Bacterial enumeration in inflow water from most WWTP was rather high (generally >10(5) cells/ml), for both E. coli and Enterococcus spp., and the bacterial quantification by FISH was generally higher than enumeration by the conventional culture method. In both types of treatment plants studied, bacterial load from effluents and sludges was not statistically different from the inflows, indicating that the treatment applied seems to be equally unable to reduce the microbiological load of the effluents. These findings may jeopardize the safe reuse of treated wastewaters in agriculture and the quality of the water environment. Therefore, products like water, sewage sludge, and biosolids originated from the municipal and slaughterhouse WWTP studied should not be reutilized, and effluents treatment should be urgently reviewed.

  9. Biological wastewater treatment followed by physicochemical treatment for the removal of fluorinated surfactants.

    Science.gov (United States)

    Schröder, H F R; José, H J; Gebhardt, W; Moreira, R F P M; Pinnekamp, J

    2010-01-01

    Perfluorinated surfactants (PFS) have become compounds of high concern during the last decade. While "conventional surfactants" are degraded to a great extent in the biological wastewater treatment process, partly or perfluorinated surfactants are not only stable against biodegradation but also against oxidizing agents, they even resist OH-radical attacks. Our objectives were to eliminate the fluorinated surfactants perfluorooctane sulfonate (PFOS) and perfluorooctanoic acid (PFOA) by adsorption, separation or degradation with a balance of precursor compounds and follow-up of degradation products. Therefore, municipal wastewater was spiked with these fluorinated surfactants before membrane bioreactor (MBR) treatment-applying microfiltration membranes--was performed and before permeates were treated using ozone (O3) or different advanced oxidation treatment (AOP) techniques. O3 or hydrogen peroxide (H2O2), both in combination with UV radiation or in combination with catalysts, was applied. Removal by adsorption or membrane separation as well as degradation were monitored by substance specific determination and identification. High resolution mass spectrometry after high performance liquid chromatography (HPLC/HRMS and -MS(n)) was used for analysis. Contact to Teflon and/or glass during all analytical procedures was avoided.

  10. Reducing microplastics from facial exfoliating cleansers in wastewater through treatment versus consumer product decisions.

    Science.gov (United States)

    Chang, Michelle

    2015-12-15

    Microplastics (microplastics entering a wastewater stream. Through inquiry, I learned the practices of two local wastewater treatment facilities. My findings show that consumer decisions and treatment protocols both play crucial parts in minimizing microplastic pollution.

  11. Evaluation of removal efficiency of human antibiotics in wastewater treatment plants in Bangkok, Thailand.

    Science.gov (United States)

    Sinthuchai, Donwichai; Boontanon, Suwanna Kitpati; Boontanon, Narin; Polprasert, Chongrak

    2016-01-01

    This study aimed to investigate the antibiotic concentration at each stage of treatment and to evaluate the removal efficiency of antibiotics in different types of secondary and advanced treatment, as well as the effects of the location of their discharge points on the occurrence of antibiotics in surface water. Eight target antibiotics and four hospital wastewater treatment plants in Bangkok with different conventional and advanced treatment options were investigated. Antibiotics were extracted by solid phase extraction and analysed by high performance liquid chromatography-tandem mass spectrometry (HPLC-MS/MS). The antibiotic with the highest concentration at influent was cefazolin at 13,166 ng/L, while the antibiotic with the highest concentration at effluent was sulfamethoxazole at 1,499 ng/L. The removal efficiency of antibiotics from lowest to highest was sulfamethoxazole, piperacillin, clarithromycin, metronidazole, dicloxacillin, ciprofloxacin, cefazolin, and cefalexin. The adopted conventional treatment systems could not completely remove all antibiotics from wastewater. However, using advanced treatments or disinfection units such as chlorination and UV could increase the antibiotic removal efficiency. Chlorination was more effective than UV, ciprofloxacin and sulfamethoxazole concentration fluctuated during the treatment process, and sulfamethoxazole was the most difficult to remove. Both these antibiotics should be studied further regarding their contamination in sludge and suitable treatment options for their removal.

  12. Persistence of pathogenic prion protein during simulated wastewater treatment processes

    Science.gov (United States)

    Hinckley, G.T.; Johnson, C.J.; Jacobson, K.H.; Bartholomay, C.; Mcmahon, K.D.; McKenzie, D.; Aiken, Judd M.; Pedersen, J.A.

    2008-01-01

    Transmissible spongiform encephalopathies (TSEs, prion diseases) are a class of fatal neurodegenerative diseases affecting a variety of mammalian species including humans. A misfolded form of the prion protein (PrP TSE) is the major, if not sole, component of the infectious agent. Prions are highly resistant to degradation and to many disinfection procedures suggesting that, if prions enter wastewater treatment systems through sewers and/or septic systems (e.g., from slaughterhouses, necropsy laboratories, rural meat processors, private game dressing) or through leachate from landfills that have received TSE-contaminated material, prions could survive conventional wastewater treatment Here, we report the results of experiments examining the partitioning and persistence of PrPTSE during simulated wastewater treatment processes including activated and mesophilic anaerobic sludge digestion. Incubation with activated sludge did not result in significant PrPTSE degradation. PrPTSE and prion infectivity partitioned strongly to activated sludge solids and are expected to enter biosolids treatment processes. A large fraction of PrPTSE survived simulated mesophilic anaerobic sludge digestion. The small reduction in recoverable PrPTSE after 20-d anaerobic sludge digestion appeared attributable to a combination of declining extractability with time and microbial degradation. Our results suggest that if prions were to enter municipal wastewater treatment systems, most would partition to activated sludge solids, survive mesophilic anaerobic digestion, and be present in treated biosolids. ?? 2008 American Chemical Society.

  13. Automated Demand Response Opportunities in Wastewater Treatment Facilities

    Energy Technology Data Exchange (ETDEWEB)

    Thompson, Lisa; Song, Katherine; Lekov, Alex; McKane, Aimee

    2008-11-19

    Wastewater treatment is an energy intensive process which, together with water treatment, comprises about three percent of U.S. annual energy use. Yet, since wastewater treatment facilities are often peripheral to major electricity-using industries, they are frequently an overlooked area for automated demand response opportunities. Demand response is a set of actions taken to reduce electric loads when contingencies, such as emergencies or congestion, occur that threaten supply-demand balance, and/or market conditions occur that raise electric supply costs. Demand response programs are designed to improve the reliability of the electric grid and to lower the use of electricity during peak times to reduce the total system costs. Open automated demand response is a set of continuous, open communication signals and systems provided over the Internet to allow facilities to automate their demand response activities without the need for manual actions. Automated demand response strategies can be implemented as an enhanced use of upgraded equipment and facility control strategies installed as energy efficiency measures. Conversely, installation of controls to support automated demand response may result in improved energy efficiency through real-time access to operational data. This paper argues that the implementation of energy efficiency opportunities in wastewater treatment facilities creates a base for achieving successful demand reductions. This paper characterizes energy use and the state of demand response readiness in wastewater treatment facilities and outlines automated demand response opportunities.

  14. Occurrence of antibiotics in pharmaceutical industrial wastewater, wastewater treatment plant and sea waters in Tunisia.

    Science.gov (United States)

    Tahrani, Leyla; Van Loco, Joris; Ben Mansour, Hedi; Reyns, Tim

    2016-04-01

    Antibiotics are among the most commonly used group of pharmaceuticals in human medicine. They can therefore reach surface and groundwater bodies through different routes, such as wastewater treatment plant effluents, surface runoff, or infiltration of water used for agricultural purposes. It is well known that antibiotics pose a significant risk to environmental and human health, even at low concentrations. The aim of the present study was to evaluate the presence of aminoglycosides and phenicol antibiotics in municipal wastewaters, sea water and pharmaceutical effluents in Tunisia. All analysed water samples contained detectable levels of aminoglycoside and phenicol antibiotics. The highest concentrations in wastewater influents were observed for neomycin and kanamycin B (16.4 ng mL(-1) and 7.5 ng mL(-1), respectively). Chloramphenicol was found in wastewater influents up to 3 ng mL(-1). It was observed that the waste water treatment plants were not efficient in completely removing these antibiotics. Chloramphenicol and florfenicol were found in sea water samples near aquaculture sites at levels up to, respectively, 15.6 ng mL(-1) and 18.4 ng mL(-1). Also aminoglycoside antibiotics were found near aquaculture sites with the highest concentration of 3.4 ng mL(-1) for streptomycin. In pharmaceutical effluents, only gentamycin was found at concentrations up to 19 ng mL(-1) over a sampling period of four months.

  15. Applications of artificial intelligence technology to wastewater treatment fields in China

    Institute of Scientific and Technical Information of China (English)

    QING Xiao-xia; WANG Bo; MENG De-tao

    2005-01-01

    Current applications of artificial intelligence technology to wastewater treatment in China are summarized. Wastewater treatment plants use expert system mainly in the operation decision-making and fault diagnosis of system operation, use artificial neuron network for system modeling, water quality forecast and soft measure, and use fuzzy control technology for the intelligence control of wastewater treatment process. Finally, the main problems in applying artificial intelligence technology to wastewater treatment in China are analyzed.

  16. Mercury Bioaccumulation Potential from Wastewater Treatment Plants in Receiving Waters

    Science.gov (United States)

    Dean, J. D.; Mason, R. P.

    2008-12-01

    In early 2007, the Water Environment Research Foundation (WERF) mercury bioavailability project was initiated in response to the establishment of mercury Total Maximum Daily Load (TMDL) criteria around the country. While many TMDLs recognize that point sources typically constitute a small fraction of the mercury load to a water body, the question was raised concerning the relative bioavailablity of mercury coming from various sources. For instance, is the mercury discharged from a wastewater treatment plant more or less bioavailable than mercury contributed from other sources? This talk will focus on the results of a study investigating approaches to the estimation of bioavailability and potential bioaccumulation of mercury from wastewater treatment plants and other sources in receiving waters. From the outset, a working definition of bioavailability was developed which included not only methylmercury, the form that readily bioaccumulates in aquatic food chains, but also bioavailable inorganic mercury species that could be converted to methylmercury within a scientifically reasonable time frame. Factors that enhance or mitigate the transformation of inorganic mercury to methylmercury and its subsequent bioaccumulation were identified. Profiles were developed for various sources of mercury in watersheds, including wastewater treatment plants, with regard to methylmercury and inorganic bioavailable mercury, and the key factors that enhance or mitigate mercury bioavailability. Technologies that remove mercury from wastewater were reviewed and evaluated for their effect on bioavailability. A screening procedure was developed for making preliminary estimates of bioavailable mercury concentrations and fluxes in wastewater effluents and in fresh, estuarine and marine receiving waters. The procedure was validated using several diverse river and reservoir data sets. A "Bioavailability Tool" was developed which allows a user to estimate the bioavailability of an effluent and

  17. Sludge Reduction by Lumbriculus Variegatus in Ahvaz Wastewater Treatment Plant

    Directory of Open Access Journals (Sweden)

    Tim Hendrickx

    2012-08-01

    Full Text Available Sludge production is an avoidable problem arising from the treatment of wastewater. The sludge remained after municipal wastewater treatment contains considerable amounts of various contaminants and if is not properly handled and disposed, it may produce extensivehealth hazards. Application of aquatic worm is an approach to decrease the amount of biological waste sludge produced in wastewater treatment plants. In the present research reduction of the amount of waste sludge from Ahvaz wastewater treatment plant was studied with the aquatic worm Lumbriculus variegatus in a reactor concept. The sludge reduction in the reactor with worm was compared to sludge reduction in a blank reactor (without worm.The effects of changes in dissolved oxygen (DO concentration up to 3 mg/L (run 1 and up to 6 mg/L (run 2 were studied in the worm and blank reactors. No meaningful relationship was found between DO concentration and the rate of total suspended solids reduction. Theaverage sludge reductions were obtained as 33% (run 2 and 32% (run 1 in worm reactor,and 16% (run 1 and 12% (run 2 in the blank reactor. These results showed that the worm reactors may reduce the waste sludge between 2 and 2.75 times higher than in the blankconditions. The obtained results showed that the worm reactor has a high potential for use in large-scale sludge processing.

  18. Efficiency of domestic wastewater treatment plant for agricultural reuse

    Directory of Open Access Journals (Sweden)

    Claudinei Fonseca Souza

    2015-07-01

    Full Text Available The increasing demand for water has made the treatment and reuse of wastewater a topic of global importance. This work aims to monitor and evaluate the efficiency of a wastewater treatment plant’s (WWTP physical and biological treatment of wastewater by measuring the reduction of organic matter content of the effluent during the treatment and the disposal of nutrients in the treated residue. The WWTP has been designed to treat 2500 liters of wastewater per day in four compartments: a septic tank, a microalgae tank, an upflow anaerobic filter and wetlands with cultivation of Zantedeschia aethiopica L. A plant efficiency of 90% of organic matter removal was obtained, resulting in a suitable effluent for fertigation, including Na and Ca elements that showed high levels due to the accumulation of organic matter in the upflow anaerobic filter and wetlands. The WWTP removes nitrogen and phosphorus by the action of microalgae and macrophytes used in the process. The final effluent includes important agricultural elements such as nitrogen, phosphorus, calcium and potassium and, together with the load of organic matter and salts, meets the determination of NBR 13,969/1997 (Standard of the Brazilian Technical Standards Association for reuse in agriculture, but periodic monitoring of soil salinity is necessary.

  19. Tertiary activated carbon treatment of paper and board industry wastewater

    NARCIS (Netherlands)

    Temmink, B.G.; Grolle, K.C.F.

    2005-01-01

    The feasibility of activated carbon post-treatment of (biologically treated) wastewater from the paper and board industry was investigated, the goal being to remove refractory organic pollutants and produce water that can be re-used in the production process. Because closing water-circuits in the pa

  20. Occurrence of antibiotics in wastewater treatment facilities in Wisconsin, USA

    Science.gov (United States)

    Karthikeyan, K.G.; Meyer, M.T.

    2006-01-01

    Samples from several wastewater treatment facilities in Wisconsin were screened for the presence of 21 antibiotic compounds. These facilities spanned a range of community size served (average daily flow from 0.0212 to 23.6 million gallons/day), secondary treatment processes, geographic locations across the state, and they discharged the treated effluents to both surface and ground waters (for ground water after a soil passage). A total of six antibiotic compounds were detected (1-5 compounds per site), including two sulfonamides (sulfamethazine, sulfamethoxazole), one tetracycline (tetracycline), fluoroquinolone (ciprofloxacin), macrolide (erythromycin-H2O) and trimethoprim. The frequency of detection of antibiotics was in the following order: tetracycline and trimethoprim (80%) > sulfamethoxazole (70%) > erythromycin-H2O (45%) > ciprofloxacin (40%) > sulfamethazine (10%). However, the soluble concentrations were in the parts-per-billion (ppb) range (??? 1.3 ??g/L), and importantly were unaffected by the size of the wastewater treatment facility. The concentrations detected were within an order of magnitude of those reported for similar systems in Europe and Canada: they were within a factor of two in comparison to those reported for Canada but generally lower relative to those measured in wastewater systems in Europe. Only sulfamethoxazole and tetracycline were detected in groundwater monitoring wells adjacent to the treatment systems. Future intensive wastewater monitoring programs in Wisconsin may be limited to the six antibiotic compounds detected in this study. ?? 2005 Elsevier B.V. All rights reserved.

  1. Guidelines to Career Development for Wastewater Treatment Plant Personnel.

    Science.gov (United States)

    Environmental Protection Agency, Washington, DC. Office of Education and Manpower Planning.

    The guidelines were written to promote job growth and improvement in the personnel who manage, operate, and maintain wastewater treatment plants. Trained operators and technicians are the key components in any water pollution control facility. The approach is to move from employment to training through specific modules for 21 standard job…

  2. Operation of Wastewater Treatment Plants, Manual of Practice No. 11.

    Science.gov (United States)

    Albertson, Orrie E.; And Others

    This book is intended to be a reference or textbook on the operation of wastewater treatment plants. The book contains thirty-one chapters and three appendices and includes the description, requirements, and latest techniques of conventional unit process operation, as well as the symptoms and corrective measures regarding process problems. Process…

  3. Operation of Wastewater Treatment Plants: A Home Study Training Program.

    Science.gov (United States)

    California State Univ., Sacramento. Dept. of Civil Engineering.

    This manual was prepared by experienced wastewater treatment plant operators to provide a home study course to develop new qualified workers and expand the abilities of existing workers. The objective of this manual is to provide the knowledge and skills necessary for certification. Participants learn the basic operational aspects of treatment…

  4. Anaerobic membrane bioreactors for wastewater treatment: feasibility and potential applications

    NARCIS (Netherlands)

    Jeison, D.A.

    2007-01-01

    Biomass retention is a necessary feature for the successful application of anaerobic digestion for wastewater treatment. Biofilms and granule formation are the traditional way to achieve such retention, enabling reactor operation at high biomass concentrations, and therefore at high organic loading

  5. Benchmarking Biological Nutrient Removal in Wastewater Treatment Plants

    DEFF Research Database (Denmark)

    Flores-Alsina, Xavier; Gernaey, Krist; Jeppsson, Ulf

    2011-01-01

    This paper examines the effect of different model assumptions when describing biological nutrient removal (BNR) by the activated sludge models (ASM) 1, 2d & 3. The performance of a nitrogen removal (WWTP1) and a combined nitrogen and phosphorus removal (WWTP2) benchmark wastewater treatment plant...

  6. TREATMENT OF WASTEWATER CONTAININGp-NITROANILINE BY TWO KINDS OF ADVANCED OXIDATION PROCESS%超声波臭氧技术联用处理对硝基苯胺废水研究

    Institute of Scientific and Technical Information of China (English)

    谭江月

    2011-01-01

    分别采用臭氧、单频超声协同臭氧处理、双频超声强化臭氧氧化处理对硝基苯胺废水,考察了废水初始pH、臭氧通入量、超声波频率及功率等因素对处理效果的影响.结果表明,超声与臭氧协同作用可以有效地降解对硝基苯胺废水,且以双频超声强化臭氧氧化效果最佳,其优化处理条件:pH为11,臭氧的产生速率为30mg·min-1,双频功率搭配为110 W-50 W,反应时间为50 min.此时COD、对硝基苯胺和硝基苯的去除率分别为96.4%、99.8%和98.8%,经处理后的水质能达到GB 8978-1996的一级排放标准.%The dual-frequency ultrasonic enhanced ozonation was applied to treat the wastewater containing p-nitroaniline.The factors, such as the wastewater initial pH, the ozone inflow, the frequency and power of ultrasonic were investigated by experiment to determine the optimal condition of the treatment by dual-frequency ultrasonic/ozone.The results showed that ozonation combined with dual-frequency ultrasonic was effective for the degradation of wastewater containing p-nitroaniline, the best removal rates of COD, p-Nitroaniline and nitrobenzene were 96.4%, 99.8% and 98.8% respectively at pH=11, velocity of O3=30 mg·min-1, dual-frequency of 110 W-50 W and reaction time=50 min.The indexes of the effluent can reach the first criteria specified in integrated wastewater discharge standard (GB 8978- 1996).

  7. Sequential anaerobic-adsorption treatment of chemical industry wastewater.

    Science.gov (United States)

    Daga, Kailash; Pallavi, V; Patel, Dharmendra

    2011-10-01

    Treatment technologies needed to reduce the pollutant load of chemical industry effluent have been found to involve exorbitantly high costs. The present investigation aimed to treat the wastewater from chemical industry by cost effective sequential anaerobic-adsorption treatment. Wastewaters from chemical industry that are rich in biodegradable organics are tested for anaerobic treatability. The efficiency of anaerobic reactor is relatively lower 79.3%, and therefore post treatment of effluent was done by adsorption using Poly vinyl alcohol coated Datura stramonium (PVAC-DS) as an adsorbent. An overall COD removal of 93.8 % was achieved after sequential Anaerobic-Adsorption treatment, which lead to a better final effluent and a more economical treatment system.

  8. Selection of an appropriate wastewater treatment technology: a scenario-based multiple-attribute decision-making approach.

    Science.gov (United States)

    Kalbar, Pradip P; Karmakar, Subhankar; Asolekar, Shyam R

    2012-12-30

    Many technological alternatives for wastewater treatment are available, ranging from advanced technologies to conventional treatment options. It is difficult to select the most appropriate technology from among a set of available alternatives to treat wastewater at a particular location. Many factors, such as capital costs, operation and maintenance costs and land requirement, are involved in the decision-making process. Sustainability criteria must also be incorporated into the decision-making process such that appropriate technologies are selected for developing economies such as that of India. A scenario-based multiple-attribute decision-making (MADM) methodology has been developed and applied to the selection of wastewater treatment alternative. The four most commonly used wastewater treatment technologies for treatment of municipal wastewater in India are ranked for various scenarios. Six scenarios are developed that capture the regional and local societal priorities of urban, suburban and rural areas and translate them into the mathematical algorithm of the MADM methodology. The articulated scenarios depict the most commonly encountered decision-making situations in addressing technology selection for wastewater treatment in India. A widely used compensatory MADM technique, TOPSIS, has been selected to rank the alternatives. Seven criteria with twelve indicators are formulated to evaluate the alternatives. Different weight matrices are used for each scenario, depending on the priorities of the scenario. This study shows that it is difficult to select the most appropriate wastewater treatment alternative under the "no scenario" condition (equal weights given to each attribute), and the decision-making methodology presented in this paper effectively identifies the most appropriate wastewater treatment alternative for each of the scenarios.

  9. Achalasia: advances in treatment.

    Science.gov (United States)

    Schoenberg, Markus Bo; Vassiliou, Melina Catherine; von Renteln, Daniel

    2014-09-01

    Achalasia is a primary esophageal motility disorder, which shows distinct clinical, manometric, radiologic, and pathologic features. Available treatment strategies are pharmacological, endoscopic or surgical. In the past decades preferred treatment has alternated between surgical myotomy (presently Laparoscopic Heller Myotomy [LHM]) and endoscopic balloon dilation (EBD). While surgical myotomy promises superior long-term results and significantly less retreatment, endoscopic balloon dilation is initially far less invasive and yields comparable results after redilation. Peroral Endoscopic Myotomy (POEM) aims to combine the minimal invasive approach through the mouth with the better long-term results after LHM. Initial findings in the literature point to comparable success-rates after POEM and LHM. In the literature complication rates are similar to those obtained after surgery. This new interventional technique should be subject to randomized controlled trials and compared to EBD and LHM.

  10. Treatment of refractory organic pollutants in industrial wastewater by wet air oxidation

    Directory of Open Access Journals (Sweden)

    Mingming Luan

    2017-02-01

    Full Text Available Wet air oxidation (WAO is one of the most economical and environmentally-friendly advanced oxidation processes. It makes a promising technology for the treatment of refractory organic pollutants in industrial wastewaters. In wet air oxidation aqueous waste is oxidized in the liquid phase at high temperatures (125–320 °C and pressures (0.5–20 MPa in the presence of an oxygen-containing gas (usually air. The advantages of the process include low operating costs and minimal air pollution discharges. The present review is concerned about the literature published in the treatment of refractory organic pollutants in industrial wastewaters, such as dyes. Phenolics were taken as model pollutants in most cases. Reports on effect of treatment for the WAO of refractory organic pollutants in industrial wastewaters are reviewed, such as emulsified wastewater, TNT red water, etc. Discussions are also made on the mechanism and kinetics of WAO and main technical parameters influencing WAO. Finally, development direction of WAO is summed up.

  11. Gamma radiation induced effects on slaughterhouse wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Melo, Rita [Departamento de Fisica, Instituto Tecnologico e Nuclear, Estrada Nacional 10, Apartado 21, 2686-953 Sacavem (Portugal)], E-mail: ritamelo@itn.pt; Cabo Verde, Sandra [Departamento de Fisica, Instituto Tecnologico e Nuclear, Estrada Nacional 10, Apartado 21, 2686-953 Sacavem (Portugal); Branco, Joaquim [Departamento de Quimica, Instituto Tecnologico e Nuclear, Estrada Nacional 10, Apartado 21, 2686-953 Sacavem (Portugal); Botelho, M. Luisa [Departamento de Fisica, Instituto Tecnologico e Nuclear, Estrada Nacional 10, Apartado 21, 2686-953 Sacavem (Portugal)

    2008-01-15

    A preliminary study using gamma radiation on slaughterhouse wastewater samples was carried out. Chemical oxygen demand (COD), biochemical oxygen demand (BOD) and total suspended solids (TSS) results were obtained at a dose rate of 0.9 kGy h{sup -1}. A decrease of COD, BOD and colour was observed after irradiation at high absorbed doses. The microbiological results, following irradiation in the same conditions, correlated with the BOD results. The results obtained highlight the potential of this technology for wastewater treatment.

  12. STUDY ON OIL WASTEWATER TREATMENT WITH POLYMERIC REAGENTS

    Directory of Open Access Journals (Sweden)

    RODICA BUCUROIU

    2016-04-01

    Full Text Available Used the polymeric reagents in oil wastewater treatment is an effective method of eliminate hydrocarbons. The present study aims to finding reagents that lead to lowering of extractible (EXT, suspended solids (SS and chemical oxygen demand (COD of industrial wastewater from washing cars in loading ramps petroleum products. For this purpose five reagents were tested, namely: polyamines, cationic polyacrylamides, polydiallydimethyl ammonium chloride (PolyDADMAC, melamine formaldehyde polymer resin and polydicyandiamide polymer resin. Obtaining removal degrees over 80 % justifies using this method in the industrial practice.

  13. Electrochemical treatment of pharmaceutical and industrial wastewater by anodic oxidation

    Energy Technology Data Exchange (ETDEWEB)

    Menapace, H. M.; Fellerer, M.; Treschnitzer, M.

    2009-07-01

    In modern medicine pharmaceuticals play a decisive role: because of an increased life expectancy and intensive care medicine an increasing amount of pharmaceuticals is produced. thus these substances are consumed in a mass of tons per year in industrialized countries. Wastewater effluents from sewage treatment plants (STP) are important point sources for residues of pharmaceuticals and complexing agents in the aquatic environment. For this reason a research project, which started in December 2006, was established to eliminate pharmaceutical substances and complexing agents found in wastewater as micropollutants. (Author)

  14. Characteristics of integrated biological aerated filter in municipal wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    HE Qiang; ZHANG Yu-ping; XU Jian-bin

    2005-01-01

    In this paper, the characteristics of integrated biological aerated filter (IBAF) applied to municipal wastewater treatment were studied in a pilot scale experiment. The experimental results showed that IBAF has high efficiencies in removing organic pollutants, such as CODCr and SS, in municipal wastewater. The removal rates of CODCr and SS can reach over 90% and 80%, respectively, when COD and SS in the influent are 234 mg L-1 and 112 mg L-1, hydraulic retention time (HRT) is 8 h, and the aerated intensity is in the range of (0.5 to 0.6) L m-2 s-1.

  15. Application of the SCADA system in wastewater treatment plants.

    Science.gov (United States)

    Dieu, B

    2001-01-01

    The implementation of the SCADA system has a positive impact on the operations, maintenance, process improvement and savings for the City of Houston's Wastewater Operations branch. This paper will discuss the system's evolvement, the external/internal architecture, and the human-machine-interface graphical design. Finally, it will demonstrate the system's successes in monitoring the City's sewage and sludge collection/distribution systems, wet-weather facilities and wastewater treatment plants, complying with the USEPA requirements on the discharge, and effectively reducing the operations and maintenance costs.

  16. Integration of wastewater treatment in agro-ecosystems

    Energy Technology Data Exchange (ETDEWEB)

    Geber, Ulrika [Swedish Univ. of Agricultural Sciences, Uppsala (Sweden). Dept. of Ecology and Crop Production Science

    2000-07-01

    There is a need to find more ecologically sustainable wastewater treatment systems where increased reuse of phosphorus and nitrogen is combined with efficient resource use and decreased eutrophication of recipients. This thesis concerns the ecological sustainability in systems for treatment of municipal wastewater where processes at the WWTP are substituted for ecosystem services. A crop irrigation system was chosen for a study of how natural treatment of pre-treated municipal wastewater could be integrated with agricultural production. Reuse efficiency of nutrients and suitability as substrate for biogas generation was studied in reed canary grass (Phalaris arundinacea L.), meadow foxtail (Alopecurus pratensis L.) and smooth bromegrass (Bromus inermis Leyss.) irrigated with pre-treated wastewater. Crop management in order to increase potential biomass quality for biogas generation was studied in reed canary grass. Resource use in treatment systems differing in their demand of land area and purchased input was evaluated in an emergy analysis. There were only small differences between species in N and P removal and in the yield of dry matter and digestible organic matter. The reed canary grass and meadow foxtail can function well as catch crops in wastewater treatment and potentially as substrates for biogas production. The risk of N leaching in the harvested reed canary grass ley, receiving 175 to 350 kg N ha{sup -1} applied as 300 to 700 mm wastewater, is considered low due to an observed low content soil water NO{sub 3}{sup -}N during the vegetation period and of soil NO{sub 3}{sup -}N in autumn. Increased cutting frequency did not increase the yield of digestible organic matter in reed canary grass. Increased stubble height could not compensate for the effects of increased harvest frequency on the yield of dry matter and digestible organic matter. The emergy analysis did not reveal any differences in the use of purchased inputs between treatment systems. A high

  17. Dyeing wastewater treatment with a complex adsorption-coagulation agent

    Institute of Scientific and Technical Information of China (English)

    ZHAO Qing-jian; LIU Jun-liang; ZHAO Qing-liang; LIU Zhi-gang

    2005-01-01

    To remove effectively the pollutants from printing and dyeing wastewater, a new complex adsorptioncoagulation agent was developed and employed in dyeing wastewater treatment. The experimental results showed that better removals of COD, turbidity and color could be efficiently realized under the operating conditions of mixing at 150 r/min, reacting within 5 min and dosing at 15 g/L and 20 g/L, respectively. Combined with the settled sludge, the agent could be recycled for further adsorption and coagulation within 10 times. Compared to the conventional coagulants, the newly-developed agent had such merits as suitability for wide pH range of wastewater, less sludge production, reutilization of the condensed sludge and low operation cost.

  18. Investigation of the electrochemical treatment for distillery wastewater.

    Science.gov (United States)

    Krishna, B M; Murthy, Ushan; Kumar, B Manoj; Lokesh, K S

    2011-04-01

    The treatability study of distillery wastewater by electrochemical (EC) oxidation technique as pretreatment has been carried out. Batch experiments were conducted using stainless steel plates as electrodes to assess the effects of operating parameters such as pH, electrolysis duration (ED) and current density (CD). The EC treatment removed 58% COD at current density 0.12 A cm(-2) and at wastewater pH 3 with 120 min of ED. The BOD to COD ratio increased from 0.25 to 0.76 indicating considerable improvement in wastewater biodegradability. The maximum anodic efficiency and minimum energy consumption observed were 7.44 kg COD h(-1) A(-1) m(-2) and 0.19 kWh kg(-1) COD respectively.

  19. Treatment of radioactive wastewater using direct contact membrane distillation.

    Science.gov (United States)

    Liu, Haiyang; Wang, Jianlong

    2013-10-15

    Direct contact membrane distillation (DCMD) was used to treat low level radioactive wastewater (LLRW). The dusty gas model (DGM) was used to analyze the mass transfer mechanism and calculate the permeate flux. The operating parameters such as feed temperature, feed velocity and feed concentration were studied. The experimental results showed that DCMD process can separate almost all Cs(+), Sr(2+) and Co(2+) from wastewater. The permeate flux decreased linearly when NaNO3 concentration increased from 1.0 to 200 g/L. The permeate flux remained about 60% of its initial flux even when NaNO3 concentration in feed solution was as high as 200 g/L. The dusty gas model can be successfully applied to estimate the mass transfer, and the experimental permeate flux values fitted well with that calculated by DGM. DCMD is a promising separation process for low level radioactive wastewater treatment.

  20. Experimental Study on Ozone-biological Activated Carbon for Advanced Treatment of Petrochemical Wastewater%臭氧-生物活性炭深度处理石化废水的试验研究

    Institute of Scientific and Technical Information of China (English)

    王亚轩; 赵慧

    2012-01-01

    In this experiment, the technology combination including Bio-SAC bioreactor, effecient fibre filter, ozone-biological activated carbon filter was used to deep treat wastewater after secondary biological treatment of petrochemical plant in Daqing city. The results indicated that the wastewater after treatment could meet the demands of water quality standard of circulating cooling water, Bio-SAC reactor had still high degradation capacity for residual refractory organism of water after secondary biological treatment, ozone-biological activated carbon was superior to normal biology carbon in the aspect of removal of organism, chroma, turbidity and saturated cycle.%试验通过Bio-SAC生物反应器、高效纤维过滤器、臭氧滑性炭过滤器等工艺组合将大庆某石化公司二级生物处理后的废水进行深度处理。试验结果表明经该系统处理后的污水完全满足循环冷却水的水质要求,Bio-SAC生物反应器对二级生物处理后水中残留难降解有机物仍有较强的降解能力,臭氧化生物活性炭在去除有机物、色度、浊度、饱和周期方面均优于普通生物活性炭。

  1. Advanced oxidation processes applied to tannery wastewater containing Direct Black 38-Elimination and degradation kinetics

    Energy Technology Data Exchange (ETDEWEB)

    Sauer, Ticiane Pokrywiecki [Department of Chemical and Food Engineering, Federal University of Santa Catarina, Campus Universitario-Trindade, P.O. Box 476, 88040-900 Florianopolis, Santa Catarina (Brazil)]. E-mail: sauer@enq.ufsc.br; Casaril, Leonardo [Department of Chemical and Food Engineering, Federal University of Santa Catarina, Campus Universitario-Trindade, P.O. Box 476, 88040-900 Florianopolis, Santa Catarina (Brazil)]. E-mail: leonardocasaril@ufsc.grad.br; Oberziner, Andre Luiz Bertoldi [Department of Chemical and Food Engineering, Federal University of Santa Catarina, Campus Universitario-Trindade, P.O. Box 476, 88040-900 Florianopolis, Santa Catarina (Brazil)]. E-mail: andreoberzine@hotmail.com; Jose, Humberto Jorge [Department of Chemical and Food Engineering, Federal University of Santa Catarina, Campus Universitario-Trindade, P.O. Box 476, 88040-900 Florianopolis, Santa Catarina (Brazil)]. E-mail: humberto@enq.ufsc.br; Moreira, Regina de Fatima Peralta Muniz [Department of Chemical and Food Engineering, Federal University of Santa Catarina, Campus Universitario-Trindade, P.O. Box 476, 88040-900 Florianopolis, Santa Catarina (Brazil)]. E-mail: regina@enq.ufsc.br

    2006-07-31

    The application of advanced oxidation processes (H{sub 2}O{sub 2}/UV, TiO{sub 2}/H{sub 2}O{sub 2}/UV and TiO{sub 2}/UV) to treat tannery wastewater was investigated. The experiments were performed in batch and continuous UV reactors, using TiO{sub 2} as a catalyst. The effect of the hydrogen peroxide concentration on the degradation kinetics was evaluated in the concentration range 0-1800 mg L{sup -1}. We observed that the degradation rate increased as the hydrogen peroxide increased, but excessive H{sub 2}O{sub 2} concentration was detrimental because it acted as a hydroxyl radical scavenger since it can compete for the active sites of the TiO{sub 2}. In the H{sub 2}O{sub 2}/UV treatment, the COD removal reached around 60% in 4 h of reaction, indicating that the principal pollutants were chemically degraded as demonstrated by the results for BOD, COD, nitrate, ammonium and analysis of the absorbance at 254 nm. Artemia salina toxicity testing performed in parallel showed an increase in toxicity after AOP treatment of the tannery wastewater.

  2. Treatment and valorization of olive mill wastewaters

    Directory of Open Access Journals (Sweden)

    Nabila Slimani Alaoui

    2016-04-01

    Full Text Available This study aims to evaluate the effectiveness of the physicochemical process with lime and ferric chloride in removing the pollution generated by the olive mill wastewaters (OMW .The characterization of the samples has shown that they are acidic, with a black color and a strong organic load due to the presence of phenolic compounds. The combination of the lime and the ferric chloride allows the removal of 87% of the total suspended solid (TSs, 58% of chemical oxygen demand (COD and 75% of Phenolic compounds. After purification the treated OMW were valorised as wash water or used for irrigation of green spaces and the generated sludge were dried and used to combustion. 

  3. A mathematical programming framework for early stage design of wastewater treatment plants

    DEFF Research Database (Denmark)

    Bozkurt, Hande; Quaglia, Alberto; Gernaey, Krist

    2015-01-01

    The increasing number of alternative wastewater treatment technologies and stricter effluent requirements make the optimal treatment process selection for wastewater treatment plant design a complicated problem. This task, defined as wastewater treatment process synthesis, is currently based on e...... the design problem is formulated as a Mixed Integer (Non)linear Programming problem e MI(N)LP e and solved. A case study is formulated and solved to highlight the application of the framework. © 2014 Elsevier Ltd. All rights reserved....... on expert decisions and previous experiences. This paper proposes a new approach based on mathematical programming to manage the complexity of the problem. The approach generates/identifies novel and optimal wastewater treatment process selection, and the interconnection between unit operations to create......The increasing number of alternative wastewater treatment technologies and stricter effluent requirements make the optimal treatment process selection for wastewater treatment plant design a complicated problem. This task, defined as wastewater treatment process synthesis, is currently based...

  4. Treatment of Wastewater by Ozone Produced in Dielectric Barrier Discharge

    Directory of Open Access Journals (Sweden)

    Rita Bhatta

    2015-01-01

    Full Text Available There is rapid diminishing of water resources in many countries due to, for example, population growth and constant reduction in fresh water supply. The sewage wastewater, industrial effluents, and municipal wastewater are directly and indiscriminately discharged into rivers and lakes and thus primarily cause water pollution in Nepal. This has increased the water crisis and also causes environmental deterioration. Therefore, the need for the development of an effective, cheap, and environmentally friendly process for the treatment of wastewater before discharging into aquatic environment has emerged. Treatment by ozone produced from dielectric barrier discharge is one of the emerging technologies for such application. The ozonation process is more effective for disinfection and degradation of organic pollutants from water. The current study describes the treatment of wastewater of selected site within Kathmandu. Results on various physicochemical and microbial parameters of the inlet and outlet samples are discussed. Our results showed slight increase in pH, decrease in chemical oxygen demand, and significant increase in dissolved oxygen after ozonation. Importantly, ozonation caused total reduction of fecal coliform.

  5. Dairy wastewater treatment in a moving bed biofilm reactor.

    Science.gov (United States)

    Andreottola, G; Foladori, P; Ragazzi, M; Villa, R

    2002-01-01

    Dairy raw wastewater is characterised by high concentrations and fluctuations of organic matter and nutrient loads related to the discontinuity in the cheese production cycle and machinery washing. The applicability of a Moving Bed Biofilm Reactor (MBBR) filled with FLOCOR-RMP plastic media to the treatment of dairy wastewater was evaluated in a pilot-plant. COD fractionation of influent wastewater, MBBR performance on COD and nutrient removal were investigated. A removal efficiency of total COD over 80% was obtained with an applied load up to 52.7 gCOD m-2 d-1 (corresponding to 5 kgCOD m-3d-1). The COD removal kinetics for the MBBR system was assessed. The order of the kinetics resulted very close to half-order in the case of a biofilm partially penetrated by the substrate. The nitrogen removal efficiency varied widely between 13.3 and 96.2% due to the bacterial synthesis requirement. The application of a MBBR system to dairy wastewater treatment may be appropriate when upgrading overloaded activated sludge plants or in order to minimise reactor volumes in a pre-treatment.

  6. Wastewater treatment in a submerged anaerobic membrane bioreactor.

    Science.gov (United States)

    Casu, Stefania; Crispino, Nedda A; Farina, Roberto; Mattioli, Davide; Ferraris, Marco; Spagni, Alessandro

    2012-01-01

    Although most membrane bioreactors are used under aerobic conditions, over the last few years there has been increased interest in their application for anaerobic processes. This paper presents the results obtained when a bench-scale submerged anaerobic membrane bioreactor was used for the treatment of wastewaters generated in the agro-food industry. The reactor was fed with synthetic wastewater consisting of cheese whey and sucrose, and volumetric organic loading rates (OLRs) ranging from 1.5 to 13 kgCOD/(m(3)*d) were applied. Under the operating conditions studied, the maximum applicable OLR was between 6 and 10 gCOD/(g*L), which fell within the ranges of the high-rate anaerobic wastewater treatment systems, while high concentrations of volatile fatty acids were produced at higher OLR rates. With an OLR of 1.5-10 gCOD/(g*L), the reactor showed 94% COD removal, whereas this value dropped to 33% with the highest applied OLR of 13 gCOD/(g*L). The study therefore confirms that membrane bioreactors can be used for anaerobic wastewater treatment.

  7. Seafood wastewater treatment in constructed wetland: tropical case.

    Science.gov (United States)

    Sohsalam, Prapa; Englande, Andrew Joseph; Sirianuntapiboon, Suntud

    2008-03-01

    A series of investigations were conducted to evaluate the feasibility of using constructed wetlands to remove pollutants from seafood processing wastewater. Six emergent plant species; Cyperus involucratus, Canna siamensis, Heliconia spp., Hymenocallis littoralis, Typha augustifolia and Thalia deabata J. Fraser were planted in surface flow wetland. They were fed with seafood wastewater that was 50% diluted with treated seafood wastewater from an aerated lagoon. All macrophytes were found to meet satisfying treatment efficiency (standard criteria for discharged wastewater) at 5 days hydraulic retention time (HRT). While C. involucratus, T. deabata and T. augustifolia met acceptable treatment efficacy at 3 days HRT. Nutrient uptake rate of these species was observed in the range of 1.43-2.30 g Nitrogen/m(2)day and 0.17-0.29 g Phosphorus/m(2)day, respectively at 3 days HRT. The highest treatment performances were found at 5 days HRT. Average removal efficiencies were 91-99% for BOD(5), 52-90% for SS, 72-92% for TN and 72-77% for TP. Plant growth and nitrogen assimilation were experienced to be most satisfactory for C. involucratus, T. deabata and T. augustifolia. Lower HRTs affected contaminant removal efficiency for all species. C. involucratus, T. deabata and T. augustifolia can remove all contaminants efficiently even at the lowest hydraulic retention time (1 day).

  8. Soft drink wastewater treatment by electrocoagulation-electrooxidation processes.

    Science.gov (United States)

    Linares Hernández, Ivonne; Barrera Díaz, Carlos; Valdés Cerecero, Mario; Almazán Sánchez, Perla Tatiana; Castañeda Juárez, Monserrat; Lugo Lugo, Violeta

    2017-02-01

    The aim of this work was to implement a coupled system, a monopolar Electrocoagulation (EC)-Electrooxidation (EO) processes, for the treatment of soft drink wastewater. For the EC test, Cu-Cu, anode-cathode were used at current densities of 17, 51 and 68 mA cm(-2). Only 37.67% of chemical oxygen demand (COD) and 27% of total organic carbon (TOC) were removed at 20 min with an optimum pH of 8, this low efficiency can be associated with the high concentration of inorganic ions which inhibit the oxidation of organic matter due to their complexation with copper ions. Later EO treatment was performed with boron-doped diamond-Cu electrodes and a current density of 30 Am(-2). The coupled EC-EO system was efficient to reduce organic pollutants from initial values of 1875 mg L(-1) TOC and 4300 mg L(-1) COD, the removal efficiencies were 75% and 85%, respectively. Electric energy consumption to degrade a kilogram of a pollutant in the soft drink wastewater using EC was 3.19 kWh kg(-1) TOC and 6.66 kWh kg(-1) COD. It was concluded that the coupled system EC-EO was effective for the soft drink wastewater treatment, reducing operating costs and residence time, and allowing its reuse in indirect contact with humans, thus contributing to the sustainable reuse as an effluent of industrial wastewater.

  9. Effects of HRT on Denitrification for Advanced Nitrogen Removal of Wastewater Treatment Plant Effluent%HRT对城市污水厂尾水反硝化深度脱氮的影响

    Institute of Scientific and Technical Information of China (English)

    苑泉; 王海燕; 刘凯; 杭前宇; 赵萌

    2015-01-01

    污水厂尾水回用作为水源时,其ρ(TN)较高是亟待解决的问题.在调研污水厂尾水水质的基础上,利用MBBR(移动床生物膜反应器)对其进行深度脱氮,并考察HRT(水力停留时间)对不同填料(聚乙烯和陶粒)的MBBR运行效果的影响.结果表明,NO3--N是尾水中氮的主要形态,其质量浓度约占ρ(TN)的80.8%±8.4%.HRT分别为12、8和4h时,对NO3--N去除率影响不大,均能达到90%以上,但反硝化能力随着HRT的缩短而成倍增加;HRT为4h时各反应器的反硝化能力最大,聚乙烯和陶粒MBBR中分别为(28.4±14.5)和(27.4±14.3)mg/(L·d)(以NO3--N计).随着HRT的减少,CODCr去除率呈降低趋势.三维荧光分析表明,进、出水中均含有类富里酸和类蛋白质等DOM物质.HRT为8h时MBBR对DOM的去除率最高,聚乙烯填料MBBR对有机污染物的去除效果略优于陶粒填料.综合考虑氮和有机污染物去除效能,聚乙烯和陶粒填料MBBR优化HRT均为8h.%High total nitrogen content is an urgent issue when wastewater treatment plant (WWTP) effluent is used as a water source.Based on a long-term investigation of WWTP effluent quality,MBBR was selected for advanced denitrification of WWTP effluent,and the influence of Hydraulic Retention Time (HRT) on the performance of MBBR filled with different carriers was studied.The results showed that NO3--N was the predominant nitrogen in the WWTP effluent,accounting for 80.8% ± 8.4%.In the range of 4 to 12 h,HRT slightly affected the NO3--N removal rate,which was higher than 90%.However,the denitrification rate increased considerably with HRT decrease,and the maximum denitrification,which was (28.4-± 14.5) and (27.4 ± 14.3) mg/(L· d) (in NO3--N) for MBBR filled with polyethylene and haydate,respectively,occurred at 4 h HRT.Chemical Oxygen Demand (CODCr) removal efficiency decreased with HRT decrease.Three-dimensional fluorescence spectra showed that both the influent and effluent contained

  10. Some ozone advanced oxidation processes to improve the biological removal of selected pharmaceutical contaminants from urban wastewater.

    Science.gov (United States)

    Espejo, Azahara; Aguinaco, Almudena; Amat, Ana M; Beltrán, Fernando J

    2014-01-01

    Removal of nine pharmaceutical compounds--acetaminophen (AAF), antipyrine (ANT), caffeine (CAF), carbamazepine (CRB), diclofenac (DCF), hydrochlorothiazide (HCT), ketorolac (KET), metoprolol (MET) and sulfamethoxazole (SMX)-spiked in a primary sedimentation effluent of a municipal wastewater has been studied with sequential aerobic biological and ozone advanced oxidation systems. Combinations of ozone, UVA black light and Fe(III) or Fe3O4 constituted the chemical systems. During the biological treatment (hydraulic residence time, HRT = 24 h), only AAF and CAF were completely eliminated, MET, SMX and HCT reached partial removal rates and the rest of compounds were completely refractory. With any ozone advanced oxidation process applied, the remaining pharmaceuticals disappear in less than 10 min. Fe3O4 or Fe(III) photocatalytic ozonation leads to 35% mineralization compared to 13% reached during ozonation alone after about 30-min reaction. Also, biodegradability of the treated wastewater increased 50% in the biological process plus another 150% after the ozonation processes. Both untreated and treated wastewater was non-toxic for Daphnia magna (D. magna) except when Fe(III) was used in photocatalytic ozonation. In this case, toxicity was likely due to the ferryoxalate formed in the process. Kinetic information on ozone processes reveals that pharmaceuticals at concentrations they have in urban wastewater are mainly removed through free radical oxidation.

  11. How Does Scale of Implementation Impact the Environmental Sustainability of Wastewater Treatment Integrated with Resource Recovery?

    Science.gov (United States)

    Cornejo, Pablo K; Zhang, Qiong; Mihelcic, James R

    2016-07-05

    Energy and resource consumptions required to treat and transport wastewater have led to efforts to improve the environmental sustainability of wastewater treatment plants (WWTPs). Resource recovery can reduce the environmental impact of these systems; however, limited research has considered how the scale of implementation impacts the sustainability of WWTPs integrated with resource recovery. Accordingly, this research uses life cycle assessment (LCA) to evaluate how the scale of implementation impacts the environmental sustainability of wastewater treatment integrated with water reuse, energy recovery, and nutrient recycling. Three systems were selected: a septic tank with aerobic treatment at the household scale, an advanced water reclamation facility at the community scale, and an advanced water reclamation facility at the city scale. Three sustainability indicators were considered: embodied energy, carbon footprint, and eutrophication potential. This study determined that as with economies of scale, there are benefits to centralization of WWTPs with resource recovery in terms of embodied energy and carbon footprint; however, the community scale was shown to have the lowest eutrophication potential. Additionally, technology selection, nutrient control practices, system layout, and topographical conditions may have a larger impact on environmental sustainability than the implementation scale in some cases.

  12. Hydrogen production as a novel process of wastewater treatment - studies on tofu wastewater with entrapped R. sphaeroides and mutagenesis

    Energy Technology Data Exchange (ETDEWEB)

    Heguang Zhu [Tongji Univ., Shanghai (China). Inst. of Environmental Science; Ueda, Shunsaku [Utsunomiya Univ. (Japan). Dept. of Biological Productive Science; Asada, Yasio [Nihon Univ., Chiba (Japan). College of Science and Technology; Miyake, Jun [National Inst. for Advanced Interdisciplinary Research, Ibaraki (Japan)

    2002-12-01

    Attention is focusing on hydrogen production from wastewater, not only because hydrogen is a clean energy but also because it can be a process for wastewater treatment. In this paper, the characteristics of biological hydrogen production as a process of wastewater treatment is discussed by a comparison with methane production. The hydrogen production from tofu wastewater by anoxygenic phototrophic bacteria and its potential for wastewater treatment are reported. The possibility of co-cultivation with heterotrophic anaerobic bacteria was also investigated. As a solution to overcome the repressive effect of NH{sub 4}{sup +} on hydrogen production by anoxygenic phototrophic bacteria, a study was done using glutamine auxotroph which was obtained by chemical mutagenesis. To confirm that the mutation had occurred in DNA molecular level, the glutamine synthetase gene was cloned and sequenced. (Author)

  13. A review on distribution and monitoring of hormones in the environment and their removal in wastewater treatment systems

    Directory of Open Access Journals (Sweden)

    Rahele Kafaei

    2014-11-01

    Full Text Available Steroid hormones of the Endocrine disrupting compounds (EDC are steroid hormones, which cause negative effects on human health, animals and ecosystems balance, have become a major concern in modern societies. In recent years numerous studies have performed on hormone distribution in the environment, especially in aquatic environments and the ways that they have been removed. Hormones entrance into the environment primarily is through wastewater, municipal wastewater treatment sludge, hospital wastewater and livestock activity. Measured values in the wastewater treatment influent, livestock lagoons, surface water and groundwater, showed different concentrations of hormones in the range of ng/L. But it is important to know even in trace concentration of ng/L, hormones can have adverse effects on environment. By biodegradation, biosorption and biotransformation, hormones will be degraded and their activities will be decreased. Wastewater treatment processes includes preliminary, primary, secondary and advanced treatment, that are the most important ways to prevent the entrance of hormonal compounds to the environment. Sludge should be cleaned by available technology before entering the environment. Wastewater processes in both liquid and sludge phase, under various operating conditions, show different range of hormones removal. In this paper authors try to discuss about the problem and different environmental aspects of hormones.

  14. A critical review on textile wastewater treatments: Possible approaches.

    Science.gov (United States)

    Holkar, Chandrakant R; Jadhav, Ananda J; Pinjari, Dipak V; Mahamuni, Naresh M; Pandit, Aniruddha B

    2016-11-01

    Waste water is a major environmental impediment for the growth of the textile industry besides the other minor issues like solid waste and resource waste management. Textile industry uses many kinds of synthetic dyes and discharge large amounts of highly colored wastewater as the uptake of these dyes by fabrics is very poor. This highly colored textile wastewater severely affects photosynthetic function in plant. It also has an impact on aquatic life due to low light penetration and oxygen consumption. It may also be lethal to certain forms of marine life due to the occurrence of component metals and chlorine present in the synthetic dyes. So, this textile wastewater must be treated before their discharge. In this article, different treatment methods to treat the textile wastewater have been presented along with cost per unit volume of treated water. Treatment methods discussed in this paper involve oxidation methods (cavitation, photocatalytic oxidation, ozone, H2O2, fentons process), physical methods (adsorption and filtration), biological methods (fungi, algae, bacteria, microbial fuel cell). This review article will also recommend the possible remedial measures to treat different types of effluent generated from each textile operation.

  15. The effects of physicochemical wastewater treatment operations on forward osmosis.

    Science.gov (United States)

    Hey, Tobias; Bajraktari, Niada; Vogel, Jörg; Hélix Nielsen, Claus; la Cour Jansen, Jes; Jönsson, Karin

    2016-10-24

    Raw municipal wastewater from a full-scale wastewater treatment plant was physicochemically pretreated in a large pilot-scale system comprising coagulation, flocculation, microsieve and microfiltration operated in various configurations. The produced microsieve filtrates and microfiltration permeates were then concentrated using forward osmosis (FO). Aquaporin Inside(TM) FO membranes were used for both the microsieve filtrate and microfiltration permeates, and Hydration Technologies Inc.-thin-film composite membranes for the microfiltration permeate using only NaCl as the draw solution. The FO performance was evaluated in terms of the water flux, water flux decline and solute rejections of biochemical oxygen demand, and total and soluble phosphorus. The obtained results were compared with the results of FO after only mechanical pretreatment. The FO permeates satisfied the Swedish discharge demands for small and medium-sized wastewater treatment plants. The study demonstrates that physicochemical pretreatment can improve the FO water flux by up to 20%. In contrast, the solute rejection decreases significantly compared to the FO-treated wastewater with mechanical pretreatment.

  16. State of the art of biological processes for coal gasification wastewater treatment.

    Science.gov (United States)

    Zhao, Qian; Liu, Yu

    2016-01-01

    The treatment of coal gasification wastewater (CGW) poses a serious challenge on the sustainable development of the global coal industry. The CGW contains a broad spectrum of high-strength recalcitrant substances, including phenolic, monocyclic and polycyclic aromatic hydrocarbons, heterocyclic nitrogenous compounds and long chain aliphatic hydrocarbon. So far, biological treatment of CGW has been considered as an environment-friendly and cost-effective method compared to physiochemical approaches. Thus, this reviews aims to provide a comprehensive picture of state of the art of biological processes for treating CGW wastewater, while the possible biodegradation mechanisms of toxic and refractory organic substances were also elaborated together with microbial community involved. Discussion was further extended to advanced bioprocesses to tackle high-concentration ammonia and possible options towards in-plant zero liquid discharge.

  17. Large area radiation source for water and wastewater treatment

    Science.gov (United States)

    Mueller, Michael T.; Lee, Seungwoo; Kloba, Anthony; Hellmer, Ronald; Kumar, Nalin; Eaton, Mark; Rambo, Charlotte; Pillai, Suresh

    2011-06-01

    There is a strong desire for processes that improve the safety of water supplies and that minimize disinfection byproducts. Stellarray is developing mercury-free next-generation x-ray and UV-C radiation sources in flat-panel and pipe form factors for water and wastewater treatment applications. These new radiation sources are designed to sterilize sludge and effluent, and to enable new treatment approaches to emerging environmental concerns such as the accumulation of estrogenic compounds in water. Our UV-C source, based on cathodoluminescent technology, differs significantly from traditional disinfection approaches using mercury arc lamps or UV LEDs. Our sources accelerate electrons across a vacuum gap, converting their energy into UV-C when striking a phosphor, or x-rays when striking a metallic anode target. Stellarray's large area radiation sources for wastewater treatment allow matching of the radiation source area to the sterilization target area for maximum coverage and improved efficiency.

  18. Pharmaceutical Compounds in Wastewater: Wetland Treatment as a Potential Solution

    Directory of Open Access Journals (Sweden)

    John R. White

    2006-01-01

    Full Text Available Pharmaceutical compounds are being released into the aquatic environment through wastewater discharge around the globe. While there is limited removal of these compounds within wastewater treatment plants, wetland treatment might prove to be an effective means to reduce the discharge of the compounds into the environment. Wetlands can promote removal of these pharmaceutical compounds through a number of mechanisms including photolysis, plant uptake, microbial degradation, and sorption to the soil. We review relevant laboratory research on these various mechanisms and provide data on the few studies that have examined wetland removal. There is a need to document the degree to which various pharmaceutical compounds are removed in full-scale treatment wetlands, as there is a paucity of data on overall pharmaceutical removal rates.

  19. Biological approaches for treatment of distillery wastewater: a review.

    Science.gov (United States)

    Pant, Deepak; Adholeya, Alok

    2007-09-01

    Effluent originating from distilleries known as spent wash leads to extensive soil and water pollution. Elimination of pollutants and colour from distillery effluent is becoming increasingly important from environmental and aesthetic point of view. Stillage, fermenter and condenser cooling water and fermenter wastewater are the primary polluting streams of a typical distillery. Due to the large volumes of effluent and presence of certain recalcitrant compounds, the treatment of this stream is rather challenging by conventional methods. Therefore, to supplement the existing treatments, a number of studies encompassing physico-chemical and biological treatments have been conducted. This review presents an account of the problem and the description of colour causing components in distillery wastewater and a detailed review of existing biological approaches. Further, the studies dealing with pure cultures such as bacterial, fungal, algal and plant based systems have also been incorporated. Also, the roles of microbial enzymes in the decolourization process have been discussed to develop a better understanding of the phenomenon.

  20. New framework for standardized notation in wastewater treatment modelling

    DEFF Research Database (Denmark)

    Corominas, L.; Rieger, L.; Takacs, I.

    2010-01-01

    is a framework that can be used in whole plant modelling, which consists of different fields such as activated sludge, anaerobic digestion, sidestream treatment, membrane bioreactors, metabolic approaches, fate of micropollutants and biofilm processes. The main objective of this consensus building paper...... notational framework which allows unique and systematic naming of state variables and parameters of biokinetic models in the wastewater treatment field. The symbols are based on one main letter that gives a general description of the state variable or parameter and several subscript levels that provide......Many unit process models are available in the field of wastewater treatment. All of these models use their own notation, causing problems for documentation, implementation and connection of different models (using different sets of state variables). The main goal of this paper is to propose a new...

  1. Preparation of magnetic chitosan microspheres and its applications in wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    The methods of preparation of magnetic chitosan microspheres have been introduced. In addition, their applications in the wastewater treatment, based on different kinds of wastewater, have been reviewed, and their mechanisms have been discussed.

  2. Winery and distillery wastewater treatment by anaerobic digestion.

    Science.gov (United States)

    Moletta, R

    2005-01-01

    Anaerobic digestion is widely used for wastewater treatment, especially in the food industries. Generally after the anaerobic treatment there is an aerobic post-treatment in order to return the treated water to nature. Several technologies are applied for winery wastewater treatment. They are using free cells or flocs (anaerobic contact digesters, anaerobic sequencing batch reactors and anaerobic lagoons), anaerobic granules (Upflow Anaerobic Sludge Blanket--UASB), or biofilms on fixed support (anaerobic filter) or on mobile support as with the fluidised bed. Some technologies include two strategies, e.g. a sludge bed with anaerobic filter as in the hybrid digester. With winery wastewaters (as for vinasses from distilleries) the removal yield for anaerobic digestion is very high, up to 90-95% COD removal. The organic loads are between 5 and 15 kgCOD/m3 of digester/day. The biogas production is between 400 and 600 L per kg COD removed with 60 to 70% methane content. For anaerobic and aerobic post-treatment of vinasses in the Cognac region, REVICO company has 99.7% COD removal and the cost is 0.52 Euro/m3 of vinasses.

  3. Sustainable Optimization for Wastewater Treatment System Using PSF-HS

    Directory of Open Access Journals (Sweden)

    Zong Woo Geem

    2016-03-01

    Full Text Available The sustainability in a river with respect to water quality is critical because it is highly related with environmental pollution, economic expenditure, and public health. This study proposes a sustainability problem of wastewater treatment system for river ecosystem conservation which helps the healthy survival of the aquatic biota and human beings. This study optimizes the design of a wastewater treatment system using the parameter-setting-free harmony search algorithm, which does not require the existing tedious value-setting process for algorithm parameters. The real-scale system has three different options of wastewater treatment, such as filtration, nitrification, and diverted irrigation (fertilization, as well as two existing treatment processes (settling and biological oxidation. The objective of this system design is to minimize life cycle costs, including initial construction costs of those treatment options, while satisfying minimal dissolved oxygen requirements in the river, maximal nitrate-nitrogen concentration in groundwater, and a minimal nitrogen requirement for crop farming. Results show that the proposed technique could successfully find solutions without requiring a tedious setting process.

  4. Biohydrogen production and wastewater treatment from organic wastewater by anaerobic fermentation with UASB

    Science.gov (United States)

    Wang, Lu; Li, Yong-feng; Wang, Yi-xuan; Yang, Chuan-ping

    2010-11-01

    In order to discuss the ability of H2-production and wastewater treatment, an up-flow anaerobic sludge bed (UASB) using a synthesized substrate with brown sugar wastewater was conducted to investigate the hydrogen yield, hydrogen producing rate, fermentation type of biohydrogen production, and the chemical oxygen demand (COD) removal rate, respectively. The results show that when the biomass of inoculants was 22.5 g SSṡL-1 and the influent concentration, hydraulic retention time (HRT) and initial pH were within the ranges of 4000˜6000 mg CODṡL-1, 8 h and 5-5.5, respectively, and the biohydrogen producing reactor could work effectively. The maximum hydrogen production rate is 5.98 Lṡd-1. Simultaneously, the concentration of ethanol and acetic acid is around 80% of the aqueous terminal production in the system, which presents the typical ethanol type fermentation. pH is at the range of 4˜4.5 during the whole performing process, however, the removal rate of COD is just about 20%. Therefore, it's still needs further research to successfully achieve the biohydrogen production and wastewater treatment, simultaneously.

  5. Systematical strategies for wastewater treatment and the generated wastes and greenhouse gases in China

    Institute of Scientific and Technical Information of China (English)

    Jingbo GUO; Fang MA; Yuanyuan QU; Ang LI; Liang WANG

    2012-01-01

    China now faces double challenges of water resources shortage and severe water pollution. To resolve Chinese water pollution problems and reduce its impacts on human health, economic growth and social develop- ment, the situation of wastewater treatment was investi- gated. Excess sludge and greenhouse gases (GHGs) emitted during wastewater treatment were also surveyed. It is concluded that Chinese water pollution problems should be systematically resolved with inclusion of wastewater and the solid waste and GHGs generated during wastewater treatment. Strategies proposed for the wastewater treatment in China herein were also adequate for other countries, especially for the developing countries with similar economic conditions to China.

  6. TREATMENT OF SORBIC ACID MANUFACTURING WASTEWATER BY HYPERCROSSLINKED POLYMERIC ADSORBENT (NDA-150)

    Institute of Scientific and Technical Information of China (English)

    2002-01-01

    The treatment of sorbic acid manufacturing wastewater by NDA-150 resin wasinvestigated. The experiments show that this process is suitable for the treatment of sorbic acidmanufacturing wastewater. About 98% sorbic acid and 50% CODcr were removed under optimaloperating conditions, and 70% of sorbic acid in sorbic acid manufacturing wastewater wasreclaimed. This process makes it possible to recover valuable materials from the wastewater and toimprove the quality of effluent water.

  7. Treatment of micropollutants in municipal wastewater: Ozone or powdered activated carbon?

    Energy Technology Data Exchange (ETDEWEB)

    Margot, Jonas, E-mail: jonas.margot@epfl.ch [School of Architecture, Civil and Environmental Engineering (ENAC), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 2, 1015 Lausanne (Switzerland); Kienle, Cornelia, E-mail: cornelia.kienle@oekotoxzentrum.ch [Swiss Centre for Applied Ecotoxicology, Eawag/EPFL, Überlandstrasse 133, 8600 Dübendorf (Switzerland); Magnet, Anoÿs, E-mail: anoys.magnet@lausanne.ch [Sanitation Service, City of Lausanne, Rue des terreaux 33, 1002 Lausanne (Switzerland); Weil, Mirco, E-mail: m.weil@ect.de [ECT Oekotoxikologie GmbH, Boettgerstrasse 2-14, 65439 Floersheim/Main (Germany); Rossi, Luca, E-mail: luca.rossi@epfl.ch [School of Architecture, Civil and Environmental Engineering (ENAC), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 2, 1015 Lausanne (Switzerland); Alencastro, Luiz Felippe de, E-mail: felippe.dealencastro@epfl.ch [School of Architecture, Civil and Environmental Engineering (ENAC), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 2, 1015 Lausanne (Switzerland); Abegglen, Christian, E-mail: christian.abegglen@vsa.ch [Swiss Federal Institute of Aquatic Science and Technology (Eawag), Überlandstrasse 133, 8600 Dübendorf (Switzerland); Thonney, Denis, E-mail: denis.thonney@sige.ch [Sanitation Service, City of Lausanne, Rue des terreaux 33, 1002 Lausanne (Switzerland); Chèvre, Nathalie, E-mail: nathalie.chevre@unil.ch [Faculty of Geosciences and the Environment, University of Lausanne, 1015 Lausanne (Switzerland); Schärer, Michael, E-mail: michael.schaerer@bafu.admin.ch [Federal Office for the Environment (FOEN), Water Division, 3003 Bern (Switzerland); and others

    2013-09-01

    Many organic micropollutants present in wastewater, such as pharmaceuticals and pesticides, are poorly removed in conventional wastewater treatment plants (WWTPs). To reduce the release of these substances into the aquatic environment, advanced wastewater treatments are necessary. In this context, two large-scale pilot advanced treatments were tested in parallel over more than one year at the municipal WWTP of Lausanne, Switzerland. The treatments were: i) oxidation by ozone followed by sand filtration (SF) and ii) powdered activated carbon (PAC) adsorption followed by either ultrafiltration (UF) or sand filtration. More than 70 potentially problematic substances (pharmaceuticals, pesticides, endocrine disruptors, drug metabolites and other common chemicals) were regularly measured at different stages of treatment. Additionally, several ecotoxicological tests such as the Yeast Estrogen Screen, a combined algae bioassay and a fish early life stage test were performed to evaluate effluent toxicity. Both treatments significantly improved the effluent quality. Micropollutants were removed on average over 80% compared with raw wastewater, with an average ozone dose of 5.7 mg O{sub 3} l{sup −1} or a PAC dose between 10 and 20 mg l{sup −1}. Depending on the chemical properties of the substances (presence of electron-rich moieties, charge and hydrophobicity), either ozone or PAC performed better. Both advanced treatments led to a clear reduction in toxicity of the effluents, with PAC-UF performing slightly better overall. As both treatments had, on average, relatively similar efficiency, further criteria relevant to their implementation were considered, including local constraints (e.g., safety, sludge disposal, disinfection), operational feasibility and cost. For sensitive receiving waters (drinking water resources or recreational waters), the PAC-UF treatment, despite its current higher cost, was considered to be the most suitable option, enabling good removal of

  8. Comparison between treatment of kitchen-sink wastewater and a mixture of kitchen-sink and washing-machine wastewaters.

    Science.gov (United States)

    Huelgas, A; Nakajima, M; Nagata, H; Funamizu, N

    2009-01-01

    In this paper, a submerged membrane bioreactor was used to treat 'higher-load' grey water: (a) kitchen-sink wastewater only, and (b) a mixture of kitchen-sink wastewater and washing-machine wastewater. For each type of wastewater, three systems operated at different hydraulic retention times (HRTs) were investigated. In the mixture of kitchen-sink wastewater and washing-machine wastewater, the reactor with a short HRT of four hours was stopped due to foaming. It has been observed that for both types of wastewater, an HRT of eight hours or longer can be used for the treatment. However, it has been observed that a higher COD in the permeate of the mixture can be obtained compared with that of the kitchen-sink wastewater only. This indicated that washing-machine wastewater has some component that is not easily biodegradable. The total linear akylbenzene sulfonate (LAS) removal was > 99% even at a concentration of 10-23 mg 1(-1).

  9. ``Living off the land'': resource efficiency of wetland wastewater treatment

    Science.gov (United States)

    Nelson, M.; Odum, H. T.; Brown, M. T.; Alling, A.

    Bioregenerative life support technologies for space application are advantageous if they can be constructed using locally available materials, and rely on renewable energy resources, lessening the need for launch and resupply of materials. These same characteristics are desirable in the global Earth environment because such technologies are more affordable by developing countries, and are more sustainable long-term since they utilize less non-renewable, imported resources. Subsurface flow wetlands (wastewater gardens™) were developed and evaluated for wastewater recycling along the coast of Yucatan. Emergy evaluations, a measure of the environmental and human economic resource utilization, showed that compared to conventional sewage treatment, wetland wastewater treatment systems use far less imported and purchased materials. Wetland systems are also less energy-dependent, lessening dependence on electrical infrastructure, and require simpler maintenance since the system largely relies on the ecological action of microbes and plants for their efficacy. Detailed emergy evaluations showed that wetland systems use only about 15% the purchased emergy of conventional sewage systems, and that renewable resources contribute 60% of total emergy used (excluding the sewage itself) compared to less than 1% use of renewable resources in the high-tech systems. Applied on a larger scale for development in third world countries, wetland systems would require 1/5 the electrical energy of conventional sewage treatment (package plants), and save 2/3 of total capital and operating expenses over a 20-year timeframe. In addition, there are numerous secondary benefits from wetland systems including fiber/fodder/food from the wetland plants, creation of ecosystems of high biodiversity with animal habitat value, and aesthestic/landscape enhancement of the community. Wetland wastewater treatment is an exemplar of ecological engineering in that it creates an interface ecosystem to handle

  10. "Living off the land": resource efficiency of wetland wastewater treatment.

    Science.gov (United States)

    Nelson, M; Odum, H T; Brown, M T; Alling, A

    2001-01-01

    Bioregenerative life support technologies for space application are advantageous if they can be constructed using locally available materials, and rely on renewable energy resources, lessening the need for launch and resupply of materials. These same characteristics are desirable in the global Earth environment because such technologies are more affordable by developing countries, and are more sustainable long-term since they utilize less non-renewable, imported resources. Subsurface flow wetlands (wastewater gardens(TM)) were developed and evaluated for wastewater recycling along the coast of Yucatan. Emergy evaluations, a measure of the environmental and human economic resource utilization, showed that compared to conventional sewage treatment, wetland wastewater treatment systems use far less imported and purchased materials. Wetland systems are also less energy-dependent, lessening dependence on electrical infrastructure, and require simpler maintenance since the system largely relies on the ecological action of microbes and plants for their efficacy. Detailed emergy evaluations showed that wetland systems use only about 15% the purchased emergy of conventional sewage systems, and that renewable resources contribute 60% of total emergy used (excluding the sewage itself) compared to less than 1% use of renewable resources in the high-tech systems. Applied on a larger scale for development in third world countries, wetland systems would require the electrical energy of conventional sewage treatment (package plants), and save of total capital and operating expenses over a 20-year timeframe. In addition, there are numerous secondary benefits from wetland systems including fiber/fodder/food from the wetland plants, creation of ecosystems of high biodiversity with animal habitat value, and aesthestic/landscape enhancement of the community. Wetland wastewater treatment is an exemplar of ecological engineering in that it creates an interface ecosystem to handle

  11. Beyond the conventional life cycle inventory in wastewater treatment plants.

    Science.gov (United States)

    Lorenzo-Toja, Yago; Alfonsín, Carolina; Amores, María José; Aldea, Xavier; Marin, Desirée; Moreira, María Teresa; Feijoo, Gumersindo

    2016-05-15

    The conventional approach for the environmental assessment of wastewater treatment plants (WWTPs) is typically based on the removal efficiency of organic load and nutrients as well as the quantification of energy and chemicals consumption. Current wastewater treatment research entails the monitoring of direct emissions of greenhouse gases (GHG) and emerging pollutants such as pharmaceutical and personal care products (PPCPs), which have been rarely considered in the environmental assessment of a wastewater treatment facility by life cycle assessment (LCA) methodology. As a result of that, the real environmental impacts of a WWTP may be underestimated. In this study, two WWTPs located in different climatic regions (Atlantic and Mediterranean) of Spain were evaluated in extensive sampling campaigns that included not only conventional water quality parameters but also direct GHG emissions and PPCPs in water and sludge lines. Regarding the GHG monitoring campaign, on-site measurements of methane (CH4) and nitrous oxide (N2O) were performed and emission factors were calculated for both WWTPs. GHG direct emissions accounted for 62% of the total global warming potential (GWP), much more relevant than indirect CO2 emissions associated with electricity use. Regarding PPCPs, 19 compounds were measured in the main streams: influent, effluent and sludge, to perform the evaluation of the toxicity impact categories. Although the presence of heavy metals in the effluent and the sludge as well as the toxicity linked to the electricity production may shade the toxicity impacts linked to PPCPs in some impact categories, the latter showed a notable influence on freshwater ecotoxicity potential (FETP). For this impact category, the removal of PPCPs within the wastewater treatment was remarkably important and arose as an environmental benefit in comparison with the non-treatment scenario.

  12. Hydroponic root mats for wastewater treatment-a review.

    Science.gov (United States)

    Chen, Zhongbing; Cuervo, Diego Paredes; Müller, Jochen A; Wiessner, Arndt; Köser, Heinz; Vymazal, Jan; Kästner, Matthias; Kuschk, Peter

    2016-08-01

    Hydroponic root mats (HRMs) are ecotechnological wastewater treatment systems where aquatic vegetation forms buoyant filters by their dense interwoven roots and rhizomes, sometimes supported by rafts or other floating materials. A preferential hydraulic flow is created in the water zone between the plant root mat and the bottom of the treatment system. When the mat touches the bottom of the water body, such systems can also function as HRM filter; i.e. the hydraulic flow passes directly through the root zone. HRMs have been used for the treatment of various types of polluted water, including domestic wastewater; agricultural effluents; and polluted river, lake, stormwater and groundwater and even acid mine drainage. This article provides an overview on the concept of applying floating HRM and non-floating HRM filters for wastewater treatment. Exemplary performance data are presented, and the advantages and disadvantages of this technology are discussed in comparison to those of ponds, free-floating plant and soil-based constructed wetlands. Finally, suggestions are provided on the preferred scope of application of HRMs.

  13. New framework for standardized notation in wastewater treatment modelling.

    Science.gov (United States)

    Corominas, L L; Rieger, L; Takács, I; Ekama, G; Hauduc, H; Vanrolleghem, P A; Oehmen, A; Gernaey, K V; van Loosdrecht, M C M; Comeau, Y

    2010-01-01

    Many unit process models are available in the field of wastewater treatment. All of these models use their own notation, causing problems for documentation, implementation and connection of different models (using different sets of state variables). The main goal of this paper is to propose a new notational framework which allows unique and systematic naming of state variables and parameters of biokinetic models in the wastewater treatment field. The symbols are based on one main letter that gives a general description of the state variable or parameter and several subscript levels that provide greater specification. Only those levels that make the name unique within the model context are needed in creating the symbol. The paper describes specific problems encountered with the currently used notation, presents the proposed framework and provides additional practical examples. The overall result is a framework that can be used in whole plant modelling, which consists of different fields such as activated sludge, anaerobic digestion, sidestream treatment, membrane bioreactors, metabolic approaches, fate of micropollutants and biofilm processes. The main objective of this consensus building paper is to establish a consistent set of rules that can be applied to existing and most importantly, future models. Applying the proposed notation should make it easier for everyone active in the wastewater treatment field to read, write and review documents describing modelling projects.

  14. Treatment of whey wastewater by supercritical water oxidation.

    Science.gov (United States)

    Söğüt, Onur Ö; Kıpçak, Ekin; Akgün, Mesut

    2011-01-01

    Whey wastewater is a by-product of cheese industry, which causes environmental pollution problems due to its containment of heavy organic pollutants. Conventional methods such as biological treatment and physico-chemical treatment are insufficient or ineffective. In this paper, the treatment of cheese whey wastewater has been carried out by supercritical water oxidation, using hydrogen peroxide as oxidant. The reaction conditions ranged between temperatures of 400-650°C and residence times of 6-21 s under a pressure of 25 MPa. Treatment efficiencies based on TOC removal were obtained between 75.0% and 99.81%. An overall reaction rate model, which consists of the hydrothermal and the oxidation reactions, was determined for the hydrothermal decomposition of the wastewater with an activation energy of 50.022 (±1.7) kJmol(-1) and a pre-exponential factor of 107.72 (±4.1) s(-1). The oxidation reaction rate orders for the TOC and the oxidant were 1.2 (±0.4) and 0.4 (±0.1) respectively, with an activation energy of 20.337 (±0.9) kJmol(-1), and a pre-exponential factor of 1.86 (±0.5) mmol(-0.6)L(0.6)s(-1) in a 95% confidence level.

  15. Mapping Thermal Energy Resource Potentials from Wastewater Treatment Plants

    Directory of Open Access Journals (Sweden)

    Georg Neugebauer

    2015-09-01

    Full Text Available Wastewater heat recovery via heat exchangers and heat pumps constitutes an environmentally friendly, approved and economically competitive, but often underestimated technology. By introducing the spatial dimension in feasibility studies, the results of calculations change considerably. This paper presents a methodology to estimate thermal energy resource potentials of wastewater treatment plants taking spatial contexts into account. In close proximity to settlement areas, wastewater energy can ideally be applied for heating in mixed-function areas, which very likely have a continuous heat demand and allow for an increased amount of full-load hours compared to most single-use areas. For the Austrian case, it is demonstrated that the proposed methodology leads to feasible results and that the suggested technology might reduce up to 17% of the Austrian global warming potential of room heating. The method is transferrable to other countries as the input data and calculation formula are made available. A broad application of wastewater energy with regard to spatial structures and spatial development potentials can lead to (1 increasing energy efficiency by using a maximum of waste heat and (2 a significant reduction of (fossil energy consumption which results in a considerable reduction of the global warming potential of the heat supply (GWP if electricity from renewables is used for the operation of heat pumps.

  16. Slaughterhouse wastewater treatment by combined chemical coagulation and electrocoagulation process.

    Science.gov (United States)

    Bazrafshan, Edris; Kord Mostafapour, Ferdos; Farzadkia, Mehdi; Ownagh, Kamal Aldin; Mahvi, Amir Hossein

    2012-01-01

    Slaughterhouse wastewater contains various and high amounts of organic matter (e.g., proteins, blood, fat and lard). In order to produce an effluent suitable for stream discharge, chemical coagulation and electrocoagulation techniques have been particularly explored at the laboratory pilot scale for organic compounds removal from slaughterhouse effluent. The purpose of this work was to investigate the feasibility of treating cattle-slaughterhouse wastewater by combined chemical coagulation and electrocoagulation process to achieve the required standards. The influence of the operating variables such as coagulant dose, electrical potential and reaction time on the removal efficiencies of major pollutants was determined. The rate of removal of pollutants linearly increased with increasing doses of PACl and applied voltage. COD and BOD(5) removal of more than 99% was obtained by adding 100 mg/L PACl and applied voltage 40 V. The experiments demonstrated the effectiveness of chemical and electrochemical techniques for the treatment of slaughterhouse wastewaters. Consequently, combined processes are inferred to be superior to electrocoagulation alone for the removal of both organic and inorganic compounds from cattle-slaughterhouse wastewater.

  17. Slaughterhouse wastewater treatment by combined chemical coagulation and electrocoagulation process.

    Directory of Open Access Journals (Sweden)

    Edris Bazrafshan

    Full Text Available Slaughterhouse wastewater contains various and high amounts of organic matter (e.g., proteins, blood, fat and lard. In order to produce an effluent suitable for stream discharge, chemical coagulation and electrocoagulation techniques have been particularly explored at the laboratory pilot scale for organic compounds removal from slaughterhouse effluent. The purpose of this work was to investigate the feasibility of treating cattle-slaughterhouse wastewater by combined chemical coagulation and electrocoagulation process to achieve the required standards. The influence of the operating variables such as coagulant dose, electrical potential and reaction time on the removal efficiencies of major pollutants was determined. The rate of removal of pollutants linearly increased with increasing doses of PACl and applied voltage. COD and BOD(5 removal of more than 99% was obtained by adding 100 mg/L PACl and applied voltage 40 V. The experiments demonstrated the effectiveness of chemical and electrochemical techniques for the treatment of slaughterhouse wastewaters. Consequently, combined processes are inferred to be superior to electrocoagulation alone for the removal of both organic and inorganic compounds from cattle-slaughterhouse wastewater.

  18. Application of Electrocoagulation Process for Dairy Wastewater Treatment

    Directory of Open Access Journals (Sweden)

    Edris Bazrafshan

    2013-01-01

    Full Text Available Dairy industry wastewater is characterized by high biochemical oxygen demand (BOD5, chemical oxygen demand (COD, and other pollution load. The purpose of this study was to investigate the effects of the operating parameters such as applied voltage, number of electrodes, and reaction time on a real dairy wastewater in the electrocoagulation process. For this purpose, aluminum electrodes were used in the presence of potassium chloride as electrolytes. It has been shown that the removal efficiency of COD, BOD5, and TSS increased with increasing the applied voltage and the reaction time. The results indicate that electrocoagulation is efficient and able to achieve 98.84% COD removal, 97.95% BOD5 removal, 97.75% TSS removal, and >99.9% bacterial indicators at 60 V during 60 min. The experiments demonstrated the effectiveness of electrocoagulation techniques for the treatment of dairy wastewaters. Finally, the results demonstrated the technical feasibility of electrocoagulation process using aluminum electrodes as a reliable technique for removal of pollutants from dairy wastewaters.

  19. Toxicity Evaluation of Wastewater Treatment Plant Effluents Using Daphnia magna

    Directory of Open Access Journals (Sweden)

    H Movahedian, B Bina, GH Asghari

    2005-04-01

    Full Text Available Toxicity evaluation is an important parameter in wastewater quality monitoring as it provides the complete response of test organisms to all compounds in wastewater. The water flea Daphnia magna straus is the most commonly used zooplankton in toxicological tests. The objective of this study was to evaluate the acute toxicity of effluents from different units of Isfahan Wastewater Treatment Plant (IWTP. The samples were taken from four different physical and biological units. The acute toxicity tests were determined using Daphnia magna. The immobility of Daphnia was determined after 48h. Toxicity results showed that 48h-LC50 and ATU values for raw wastewater were 30% (v/v and 3.33, respectively. It was also found that LC50 values after 48 h for preliminary, primary, and secondary effluents were 32%, 52% and 85% (v/v, respectively. The ATU values for these effluents were 3.1, 1.9, and 1.8, correspondingly. The efficiency levels of preliminary, primary, and secondary units for removal of toxicity were found as 6%, 38.9% and 8%, in that order. Overall, the present investigation indicated that toxicity removal by up to 50% might be achieved in IWPT. Based on the obtained results and regarding the improvement of water quality standards, coupled with public expectations in Iran, it is necessary to consider more stringent water quality policies for regular monitoring and toxicity assessment.

  20. Municipal-wastewater treatment using upflow-anaerobic filters.

    Science.gov (United States)

    Manariotis, loannis D; Grigoropoulos, Sotirios G

    2006-03-01

    Three 12.5-L upflow-anaerobic filters (AF), with ceramic-saddle, plastic-ring, and crushed-stone packing, were used to evaluate the sustained treatment of municipal wastewater. The reactors were initially fed dogfood-fortified wastewater and then raw municipal wastewater, and operated at 25.4 degrees C (32 months) and 15.5 degrees C (2 months). During 23 months, the AF units treated municipal wastewater (mean chemical oxygen demand [COD] 442 mg/L and total suspended solids [TSS] 247 mg/L), the hydraulic retention time (HRT) ranged from 3.1 to 0.30 d (empty bed), and the organic loading rate ranged from 0.115 to 1.82 kg COD/m3d. At the higher temperature and an HRT (void volume) of 1.0 d, COD and TSS removals ranged from 74 to 79% and 95 to 96%, respectively; however, efficiencies declined substantially at HRT values less than 0.4 d. Reactor performance, under the same hydraulic and organic loadings, deteriorated with time and was adversely affected by lower temperature.

  1. Treatment of coking wastewater by using manganese and magnesium ores

    Energy Technology Data Exchange (ETDEWEB)

    Chen Tianhu; Huang Xiaoming; Pan Min [School of Resources and Environmental Engineering, Hefei University of Technology, Hefei City 230009 (China); Jin Song, E-mail: sjin@uwyo.edu [MWH Americas, 3665 JFK Parkway, Suite 206, Fort Collins, CO 80525 (United States); Department Civil and Architectural Engineering, University of Wyoming, Laramie, WY 82071 (United States); Peng Suchuan [School of Resources and Environmental Engineering, Hefei University of Technology, Hefei City 230009 (China); Fallgren, Paul H. [Western Research Institute, 365 North 9th Street, Laramie, WY 82072 (United States)

    2009-09-15

    This study investigated a wastewater treatment technique based on natural minerals. A two-step process using manganese (Mn) and magnesium (Mg) containing ores were tested to remove typical contaminants from coking wastewater. Under acidic conditions, a reactor packed with Mn ore demonstrated strong oxidizing capability and destroyed volatile phenols, chemical oxygen demand (COD){sub ,} and sulfide from the coking wastewater. The effluent was further treated by using Mg ore to remove ammonium-nitrogen and phosphate in the form of magnesium ammonium phosphate (struvite) precipitates. When pH of the wastewater was adjusted to 1.2, the removal efficiencies for COD, volatile phenol and sulfide reached 70%, 99% and 100%, respectively. During the second step of precipitation, up to 94% of ammonium was removed from the aqueous phase, and precipitated in the form of struvite with phosphorus. The struvite crystals showed a needle-like structure. X-ray diffraction and transmission electron microscopy were used to characterize the crystallized products.

  2. 陶粒-海绵铁混合填料BAF深度处理酱油废水研究%Study of Biological Aerated Filter for Sauce Wastewater Advanced Treatment with Spongy Iron and Argil Granules

    Institute of Scientific and Technical Information of China (English)

    张贺飞; 刘艳娟; 曾正中

    2011-01-01

    [ Objective] The research aimed to reduce the sauce wastewater pollution to the environment and the cost of depth treatment of sauce wastewater. [ Method ] The sauce wastewater was treated by biological aerated filter to study its performance characteristics and influencing factors. [ Result ] The air-water ratio had greater impact on removal rate of COD than those on the color and the turbidity. Different hydraulic loading had a certain impact on the removal of COD and color. With the increase of hydraulic load, the removal rate of color had a downward trend, especially when the hydraulic load was 0.51 m3/( m2 · h). The removal rate of color and COD would be higher with the height of filter layer was higher. The removal rate of color and COD could reach 64.4% and 58.4% in the packing layer height for the 100 cm respectively. [ Conclusion] The chroma turbidity and COD in sauce wastewater could be well removed by BAF with spongy iron and argil granules. When the hydraulic load was 0.51 m3/(m2 · h) and the gas to liquid ratio was 2:1, the effects on various pollutants were the best.%[目的]减少酱油废水给环境带来的污染,降低酱油废水深度处理的费用.[方法]采用曝气生物滤池对酱油废水2级好氧处理出水进行深度处理,研究其性能特点和影响因素.[结果]不同气水比对废水COD去除效果的影响要大于对色度、浊度去除的影响;不同水力负荷对COD、色度的去除均有一定影响,色度的去除随水力负荷的增加去除率有所下降,当水力负荷为0.51 m3/(m2·h)时对污染物的去除效果最为理想;废水色度和COD去除率与填料层高度的关系为随高度增加而升高,在100 cm处对废水色度和COD去除率达到64.4%和58.4%.[结论]曝气生物滤池以陶粒-海绵铁混合填料可以很好地去除酱油废水2级好氧出水中的色度和浊度,进一步降低废水COD,在气水比为2∶ 1、水力负荷为0.51 m3/(m2·h)时对各种污染物的效果最好.

  3. Tertiary Treatment and Recycling of Wastewater

    Science.gov (United States)

    2015-05-18

    most vulnerable parts of the country (primarily the West, Southwest and parts of Texas and Florida ) will continue to be at risk (Figure 1.2...bordered on the south by the San Diego International Airport (Lindbergh Field) and lies just northwest of downtown San Diego (Figure 4.2). Because of...recruit training separate and distinct from the advanced training offered at nearby facilities (Camp Pendleton and Twenty-Nine Palms ). To upgrade

  4. Dairy Wastewater Treatment Using Low Molecular Weight Crab Shell Chitosan

    Science.gov (United States)

    Geetha Devi, M.; Dumaran, Joefel Jessica; Feroz, S.

    2012-08-01

    The investigation of possible use of low molecular weight crab shell chitosan (MW 20 kDa) in the treatment of dairy waste water was studied. Various experiments have been carried out using batch adsorption technique to study the effects of the process variables, which include contact time, stirring speed, pH and adsorbent dosage. Treated effluent characteristics at optimum condition showed that chitosan can be effectively used as adsorbent in the treatment of dairy wastewater. The optimum conditions for this study were at 150 mg/l of chitosan, pH 5 and 50 min of mixing time with 50 rpm of mixing speed. Chitosan showed the highest performance under these conditions with 79 % COD, 93 % turbidity and 73 % TSS reduction. The result showed that chitosan is an effective coagulant, which can reduce the level of COD, TSS and turbidity in dairy industry wastewater.

  5. Combined coagulation flocculation pre treatment unit for municipal wastewater

    Directory of Open Access Journals (Sweden)

    Ibrahim M. Ismail

    2012-10-01

    Full Text Available The potentials of using the hydraulic technique in combined unit for municipal wastewater treatment were studied. A combined unit in which processes of coagulation, flocculation and sedimentation, has been designed utilizing hydraulic mixing instead of mechanical mixing. A jar test treatability study has been conducted to locate the optimum dose of the coagulants to be used. Alum, ferrous sulfate, ferric sulfate, a mixture of ferric and ferrous sulfates, and mixture of lime and ferrous sulfate were all tested. A pilot unit was constructed in the existing wastewater treatment plant at El Mansoura governorate located in north Egypt. The optimum dose of coagulants used in the combined unit gives removal efficiencies for COD, BOD, and total phosphorous as 65%, 55%, and 83%, respectively.

  6. An Overview of Nanomaterials for Water and Wastewater Treatment

    Directory of Open Access Journals (Sweden)

    Haijiao Lu

    2016-01-01

    Full Text Available Due to the exceptional characteristics which resulted from nanoscale size, such as improved catalysis and adsorption properties as well as high reactivity, nanomaterials have been the subject of active research and development worldwide in recent years. Numerous studies have shown that nanomaterials can effectively remove various pollutants in water and thus have been successfully applied in water and wastewater treatment. In this paper, the most extensively studied nanomaterials, zero-valent metal nanoparticles (Ag, Fe, and Zn, metal oxide nanoparticles (TiO2, ZnO, and iron oxides, carbon nanotubes (CNTs, and nanocomposites are discussed and highlighted in detail. Besides, future aspects of nanomaterials in water and wastewater treatment are discussed.

  7. Energy-efficiency in wastewater treatment plants; Energieeffizienz in Abwasserreinigungsanlagen

    Energy Technology Data Exchange (ETDEWEB)

    Buenger, R.

    2004-07-01

    This final report for the Swiss Federal Office of Energy (SFOE) describes a data-collection system developed to monitor the energy consumption and production of wastewater treatment plants. The aim of the project was to optimise not only energy consumption but also the power and heat production in such an installation. Results are presented for the use of such a system at the wastewater treatment plant in Thun, Switzerland. The results show that considerable savings can be made by reducing the consumption of peak-rate external power by making use of the facility's own power and heat production that uses sewage-gas-powered combined heat and power units. Also, the demand-driven operation of various power consumers in the facility is discussed.

  8. 煤气化高浓酚氨废水处理技术研究进展%Research advances in treatment of coal gasification wastewater with high phenol and ammonia

    Institute of Scientific and Technical Information of China (English)

    钱宇; 杨思宇; 马东辉; 崔培哲

    2016-01-01

    煤化工废水中以鲁奇炉和BGL炉为代表的固定床气化洗气废水氨氮和酸性气含量高,且含有高浓度生物毒性的酚类物质,COD高达20000~50000mg/L,形成煤化工废水处理的技术瓶颈问题。本文首先对国内外不同技术进行分析对比,阐述各酚氨处理技术优缺点和工业实施状况。分析表明脱酸脱氨再萃取脱酚技术效果较好,该工艺采用单塔脱酸侧线脱氨将废水pH调至中性利于萃取脱酚,采用新型萃取剂,提高多元酚的分配系数,总酚萃取回收率可达93%。文中详细介绍该工艺中关键装置主要技术参数,如塔的操作温度和压力、精馏塔内回流比、进料位置、萃取塔内相比、萃取级数等。最后介绍了该工艺在哈尔滨煤化工公司煤气化项目的废水处理实例,废水处理量为5000t/d。新流程的处理效果和运行成本具有明显优势。该工艺目前又在中煤能源集团有限公司鄂尔多斯能源化工公司图克化肥项目的煤气化废水处理中获得成功应用。%Lurqi and BGL coal gasification requires for much water to wash crude gas. The water is polluted by phenol,ammonia and sour gas with COD up to 20000—50000 mg/L. Removal of these pollutants to acceptable levels for biological treatment is the bottleneck in the water treatment process. This paper analyzes the different treatment processes in terms of their advantages and disadvantages as well as industrial status. The analysis shows that the process of ammonia and acidic gas stripping followed by phenol solvent extraction is better than others in industrial implementation. The ammonia is removed in the first stripping tower,decreasing pH of the wastewater. Phenol extraction is improved in acidic condition. In addition,MIBK is used as the solvent with higher distribution coefficient. The recovery of phenol increases to 93%. In this paper,this treatment process is described in detail, followed by brief

  9. Contaminant removal by wastewater treatment plants in the Stillaguamish River Basin, Washington

    Science.gov (United States)

    Barbash, Jack E.; Moran, Patrick W.; Wagner, Richard J.; Wolanek, Michael

    2015-01-01

    Human activities in most areas of the developed world typically release nutrients, pharmaceuticals, personal care products, pesticides, and other contaminants into the environment, many of which reach freshwater ecosystems. In urbanized areas, wastewater treatment plants (WWTPs) are critical facilities for collecting and reducing the amounts of wastewater contaminants (WWCs) that ultimately discharge to rivers, coastal areas, and groundwater. Most WWTPs use multiple methods to remove contaminants from wastewater. These include physical methods to remove solid materials (primary treatment), biological and chemical methods to remove most organic matter (secondary treatment), advanced methods to reduce the concentrations of various contaminants such as nitrogen, phosphorus and (or) synthetic organic compounds (tertiary treatment), and disinfection prior to discharge (Metcalf and Eddy, Inc., 1979). This study examined the extent to which 114 organic WWCs were removed by each of three WWTPs, prior to discharge to freshwater and marine ecosystems, in a rapidly developing area in northwestern Washington State. Removal percentages for each WWC were estimated by comparing the concentrations measured in the WWTP influents with those measured in the effluents. The investigation was carried out in the 700-mi2Stillaguamish River Basin, the fifth largest watershed that discharges to Puget Sound (fig. 1).

  10. Using co-metabolism to accelerate synthetic starch wastewater degradation and nutrient recovery in photosynthetic bacterial wastewater treatment technology.

    Science.gov (United States)

    Lu, Haifeng; Zhang, Guangming; Lu, Yufeng; Zhang, Yuanhui; Li, Baoming; Cao, Wei

    2016-01-01

    Starch wastewater is a type of nutrient-rich wastewater that contains numerous macromolecular polysaccharides. Using photosynthetic bacteria (PSB) to treat starch wastewater can reduce pollutants and enhance useful biomass production. However, PSB cannot directly degrade macromolecular polysaccharides, which weakens the starch degradation effect. Therefore, co-metabolism with primary substances was employed in PSB wastewater treatment to promote starch degradation. The results indicated that co-metabolism is a highly effective method in synthetic starch degradation by PSB. When malic acid was used as the optimal primary substrate, the chemical oxygen demand, total sugar, macromolecules removal and biomass yield were considerably higher than when primary substances were not used, respectively. Malic acid was the primary substrate that played a highly important role in starch degradation. It promoted the alpha-amylase activity to 46.8 U and the PSB activity, which induced the degradation of macromolecules. The products in the wastewater were ethanol, acetic acid and propionic acid. Ethanol was the primary product throughout the degradation process. The introduction of co-metabolism with malic acid to treat wastewater can accelerate macromolecules degradation and bioresource production and weaken the acidification effect. This method provides another pathway for bioresource recovery from wastewater. This approach is a sustainable and environmentally friendly wastewater treatment technology.

  11. Wastewater Treatment After Improved Scourings of Raw Wool

    OpenAIRE

    Pernar, E.; Dosen-Sver, D.; Bujevic, I.

    2007-01-01

    Textile industry processes need high amounts of water for wet treatment of textiles. Therefore, high amounts of wastewater also appear containing different inorganic and organic substances depending on the used materials and processes. Raw wool is contaminated with wool wax, suint, skin flakes, dirt, sand, vegetable matter, urine and various microorganisms. The methods for raw wool scouring and cleaning today often in use are: scouring in the suint, scouring with soaps or tenside in alkaline,...

  12. Assessment of airborne virus contamination in wastewater treatment plants

    OpenAIRE

    Masclaux, Frédéric; Hotz, Philipp; Gashi, Drita; Savova-Bianchi, Dessislava; Oppliger, Anne

    2014-01-01

    INTRODUCTION: Occupational exposure to bioaerosols in wastewater treatment plants (WWTP) and its consequence on workers׳ health are well documented. Most studies were devoted to enumerating and identifying cultivable bacteria and fungi, as well as measuring concentrations of airborne endotoxins, as these are the main health-related factors found in WWTP. Surprisingly, very few studies have investigated the presence and concentrations of airborne virus in WWTP. However, many enteric viruses ar...

  13. Occurrence of Legionella in wastewater treatment plants linked to wastewater characteristics.

    Science.gov (United States)

    Caicedo, C; Beutel, S; Scheper, T; Rosenwinkel, K H; Nogueira, R

    2016-08-01

    In recent years, the occurrence of Legionella in wastewater treatment plants (WWTP) has often been reported. However, until now there is limited knowledge about the factors that promote Legionella's growth in such systems. The aim of this study was to investigate the chemical wastewater parameters that might be correlated to the concentration of Legionella spp. in WWTP receiving industrial effluents. For this purpose, samples were collected at different processes in three WWTP. In 100 % of the samples taken from the activated sludge tanks Legionella spp. were detected at varying concentrations (4.8 to 5.6 log GU/mL) by the quantitative real-time polymerase chain reaction method, but not by the culture method. Statistical analysis with various parameters yielded positive correlations of Legionella spp. concentration with particulate chemical oxygen demand, Kjeldahl nitrogen and protein concentration. Amino acids were quantified in wastewater and activated sludge samples at concentrations that may not support the growth of Legionella, suggesting that in activated sludge tanks this bacterium multiplied in protozoan hosts.

  14. A Modified Bio-Ecological Process for Rural Wastewater Treatment

    Directory of Open Access Journals (Sweden)

    Haq Nawaz Abbasi

    2017-01-01

    Full Text Available Limited water resources and ensuring access to clean water are critical environmental challenges, especially for the developing world. In particular, rural domestic wastewater has become a significant source for the pollution of freshwater bodies. A modified bio-ecological A2O-wetland system for rural wastewater treatment consisting of a biological unit (anaerobic baffled reactor, anoxic tank and oxic unit, A2O and an ecological unit (horizontal flow constructed wetland was developed, and key performance indicators were identified. The bio-ecological treatment system showed high removal efficiency for pollutants, successfully achieving 91%, 85%, 78%, and 92% removal efficiencies for chemical oxygen demand (COD, ammonium (NH4–N, total nitrogen (TN, and total phosphorus (TP, respectively. The concentrations of pollutants in the effluent from the system were lower than the Class 1 A regulated values of the Chinese National Standard GB18918-2002. The system offered high removal efficiency, simple operation, and low energy consumption. The A2O-wetland is a good alternative for rural wastewater treatment systems.

  15. Benchmarking wastewater treatment plants under an eco-efficiency perspective.

    Science.gov (United States)

    Lorenzo-Toja, Yago; Vázquez-Rowe, Ian; Amores, María José; Termes-Rifé, Montserrat; Marín-Navarro, Desirée; Moreira, María Teresa; Feijoo, Gumersindo

    2016-10-01

    The new ISO 14045 framework is expected to slowly start shifting the definition of eco-efficiency toward a life-cycle perspective, using Life Cycle Assessment (LCA) as the environmental impact assessment method together with a system value assessment method for the economic analysis. In the present study, a set of 22 wastewater treatment plants (WWTPs) in Spain were analyzed on the basis of eco-efficiency criteria, using LCA and Life Cycle Costing (LCC) as a system value assessment method. The study is intended to be useful to decision-makers in the wastewater treatment sector, since the combined method provides an alternative scheme for analyzing the relationship between environmental impacts and costs. Two midpoint impact categories, global warming and eutrophication potential, as well as an endpoint single score indicator were used for the environmental assessment, while LCC was used for value assessment. Results demonstrated that substantial differences can be observed between different WWTPs depending on a wide range of factors such as plant configuration, plant size or even legal discharge limits. Based on these results the benchmarking of wastewater treatment facilities was performed by creating a specific classification and certification scheme. The proposed eco-label for the WWTPs rating is based on the integration of the three environmental indicators and an economic indicator calculated within the study under the eco-efficiency new framework.

  16. R-plasmid transfer in a wastewater treatment plant.

    Science.gov (United States)

    Mach, P A; Grimes, D J

    1982-12-01

    Enteric bacteria have been examined for their ability to transfer antibiotic resistance in a wastewater treatment plant. Resistant Salmonella enteritidis, Proteus mirabilis, and Escherichia coli were isolated from clinical specimens and primary sewage effluent. Resistance to ampicillin, chloramphenicol, streptomycin, sulfadiazine, and tetracycline was demonstrated by spread plate and tube dilution techniques. Plasmid mediation of resistance was shown by ethidium bromide curing, agarose gel electrophoresis, and direct cell transfer. Each donor was mated with susceptible E. coli and Shigella sonnei. Mating pairs (and recipient controls) were suspended in unchlorinated primary effluent that had been filtered and autoclaved. Suspensions were added to membrane diffusion chambers which were then placed in the primary and secondary setting tanks of the wastewater treatment plant. Resistant recombinants were detected by replica plating nutrient agar master plates onto xylose lysine desoxycholate agar plates that contained per milliliter of medium 10 micrograms of ampicillin, 30 micrograms of chloramphenicol, 10 micrograms of streptomycin, 100 micrograms of sulfadiazine, or 30 micrograms of tetracycline. Mean transfer frequencies for laboratory matings were 2.1 X 10(-3). In situ matings for primary and secondary settling resulted in frequencies of 4.9 X 10(-5) and 7.5 X 10(-5), respectively. These values suggest that a significant level of resistance transfer occurs in wastewater treatment plants in the absence of antibiotics as selective agents.

  17. Research trends in electrochemical technology for water and wastewater treatment

    Science.gov (United States)

    Zheng, Tianlong; Wang, Juan; Wang, Qunhui; Meng, Huimin; Wang, Lihong

    2015-03-01

    It is difficult to completely degrade wastewater containing refractory pollutants without secondary pollution by biological treatment, as well as physical-chemical process. Therefore, electrochemical technology has attracted much attention for its environmental compatibility, high removal efficiency, and potential cost effectiveness, especially on the industrial wastewater treatment. An effective bibliometric analysis based on the Science Citation Index Core Collection database was conducted to evaluate electrochemical technology for water and wastewater treatment related research from 1994 to 2013. The amount of publications significantly increased in the last two decades. Journal of the Electrochemical Society published the most articles in this field with a top h-index of 90, taking 5.8 % of all, followed by Electrochimica Acta and Journal of Electroanalytical Chemistry. The researchers focused on categories of chemistry, electrochemistry, and materials science. China and Chinese Academy of Sciences were the most productive country and institution, respectively, while the USA, with the most international collaborative articles and highest h-index of 130, was the major collaborator with 15 other countries in top 20 most productive countries. Moreover, based on the analysis of author keywords, title, abstract, and `KeyWords Plus', a new method named "word cluster analysis" was successfully applied to trace the research hotspot. Nowadays, researchers mainly focused on novel anodic electrode, especially on its physiochemical and electrochemical properties.

  18. Industrial wastewater treatment plant of sugar production

    OpenAIRE

    Čad, Luka

    2016-01-01

    Sugar as product in our every day’s life’s been consumed in enormous quantities as one of main resources in food and drink industry. Production processes of sugar from sugar beet bring significant environmental impacts with it’s waste waters as the biggest pollutant. The thesis deals with sugar production waste water’s treatment process by presenting an example of waste water treatment plant of sugar factory, therefor presenting the production processes in sugar factories and their environmen...

  19. Review on the occurrence, fate and removal of perfluorinated compounds during wastewater treatment

    Energy Technology Data Exchange (ETDEWEB)

    Arvaniti, Olga S.; Stasinakis, Athanasios S., E-mail: astas@env.aegean.gr

    2015-08-15

    Perfluorinated compounds (PFCs) consist of a fully fluorinated hydrophobic alkyl chain attached to a hydrophilic end group. Due to their wide use in several industrial and household applications, they have been detected in numerous Sewage Treatment Plants (STPs) during the last ten years. The present review reports the occurrence of 22 PFCs (C4–C14, C16, C18 carboxylates; C4–C8 and C10 sulfonates; 3 sulfonamides) in municipal or/and industrial wastewater, originating from 24 monitoring studies. PFCs levels in sewage sludge have also been reported using data from 12 studies. Most of the above monitoring data originate from the USA, North Europe and Asia and concern perfluorooctanesulfonate (PFOS) and perfluorooctanoic acid (PFOA), while limited information is available from Mediterranean area, Canada and Australia. PFCs concentrations range up to some hundreds ng/L and some thousands ng/g dry weight in raw wastewater and sludge, respectively. They are not significantly removed during secondary biological treatment, while their concentrations in treated wastewater are often higher compared to raw sewage. Their biodegradation during wastewater treatment does not seem possible; whereas some recent studies have noted the potential transformation of precursor compounds to PFCs during biological wastewater treatment. PFCs sorption onto sludge has been studied in depth and seems to be an important mechanism governing their removal in STPs. Concerning tertiary treatment technologies, significant PFCs removal has been observed using activated carbon, nanofiltration, reverse osmosis or applying advanced oxidation and reduction processes. Most of these studies have been conducted using pure water, while in many cases the experiments have been performed under extreme laboratory conditions (high concentrations, high radiation source, temperature or pressure). Future efforts should be focused on better understanding of biotransformation processes occurred in aerobic and

  20. Reduction in toxicity of wastewater from three wastewater treatment plants to alga (Scenedesmus obliquus) in northeast China.

    Science.gov (United States)

    Zhang, Ying; Sun, Qing; Zhou, Jiti; Masunaga, Shigeki; Ma, Fang

    2015-09-01

    The toxicity of municipal wastewater to the receiving water bodies is still unknown, due to the lack of regulated toxicity based index for wastewater discharge in China. Our study aims at gaining insight into the acute toxic effects of local municipal wastewater on alga, Scenedesmus obliquus. Four endpoints, i.e. cell density, chlorophyll-A concentration, superoxide dismutase (SOD) activity and cell membrane integrity, of alga were analyzed to characterize the acute toxicity effects of wastewater from municipal wastewater treatment plants (WWTPs) with different treatment techniques: sequencing batch reactor (SBR), Linpor and conventional activated sludge. Influent and effluent from each treatment stage in these three WWTPs were sampled and evaluated for their acute toxicity. Our results showed that all three techniques can completely affect the algal chlorophyll-A synthesis stimulation effects of influent; the algal cell growth stimulation effect was only completely removed by the secondary treatment process in conventional activated sludge technique; toxic effects on cell membrane integrity of two influents from WWTPs with SBR and conventional activated sludge techniques were completely removed; the acute toxicity on SOD activity was partially reduced in SBR and conventional activated sludge techniques while not significantly reduced by Linpor system. As to the disinfection unit, NaClO disinfection enhanced wastewater toxicity dramatically while UV radiation had no remarkable influence on wastewater toxicity. Our results illustrated that SOD activity and chlorophyll-A synthesis were relatively sensitive to municipal wastewater toxicity. Our results would aid to understand the acute toxicity of municipal wastewater, as well as the toxicity removal by currently utilized treatment techniques in China.

  1. Biomimetic Membranes for Water Purification and Wastewater Treatment

    DEFF Research Database (Denmark)

    Tang, Chuyang Y.; Wang, Zhining; Hélix-Nielsen, Claus

    2016-01-01

    Reverse osmosis (RO)-based desalination and wastewater reclamation are gaining increasing popularity driven by water shortages and population growth. Advances in membrane technology in the past few decades have resulted in great savings in energy consumption of RO processes. Further reduction...... in energy consumption calls for novel membranes with significantly enhanced water permeability compared to the current state of the art thin-film composite polyamides. An attractive option is to learn from nature's high efficiently water filtration systems that involve a group of specialised water transport...

  2. 催化还原法深度处理污水中硝态氮的研究%Study on advanced treatment for removing nitrate in wastewater through chemical catalytic reduction

    Institute of Scientific and Technical Information of China (English)

    云玉攀; 杨鑫; 李子富; 周晓琴; 白晓凤; 高瑞玲; 王雪梅

    2015-01-01

    为有效降低城市污水处理厂出水硝态氮的含量,减轻氮素污染,依次进行了基础性试验和验证性试验.基础性试验以 Fe0为还原剂,以配置的KNO3溶液为试验用水对分别添加H+、Fe2+、Cu2+、Pd/Al2O3等后的脱氮效果进行了对比研究.试验结果表明,系统pH值为2.1,Fe2+、Cu2+投加量分别为1000mg/L时,系统均可获得较好的脱氮效果,分别为92%、41%、61%,产物均以氨氮为主;当投加10g/L催化剂Pd/Al2O3,调节系统pH值为3.02时,系统脱氮率可达48%,且其产物以氮气为主,副产物较少.在此基础上,验证性试验以北京市某污水处理厂出水为试验用水,对上述各方法的脱氮效果进行了试验验证,并对其可行性进行了分析.结果表明,在一定条件下,各方法均可达到理想的脱氮效果,其去除率分别可达到87%、36%、50%、46%.但综合脱氮效果、产物分析、出水水质等考虑,相比较而言,添加催化剂的化学催化还原法在去除污水中的硝态氮时具有更好的可行性.%In order to effectively reduce the concentration of NO3--N in the effluent of the municipal wastewater treatment plant, the basic experiments and proving tests were conducted in order. The KNO3 solution prepared was sampled for evaluating NO3-- N removal efficiency by adding H+、Fe2+、Cu2+ and Pd/Al2O3,respectively. Results showed that certain removal performances could get (92%、41%、61%), when the pH was 2.1, or with the dosage of 1000mg/L for Fe2+ and Cu2+, respectively; one thing we could not neglect was that NH4+-N dominated in the products. However, 48% removal efficiency could be reached and N2was predominant in the products with dosage of 10g/L of the catalysts (Pd/Al2O3) and pH of 3.02. The effluent of the wastewater treatment plant was used for the proving tests. It can be concluded that under certain condition, ideal efficiency could be obtained through the above mentioned ways. Taking nitrate removal efficiency

  3. Occurrence of cyclophosphamide and ifosfamide in aqueous environment and their removal by biological and abiotic wastewater treatment processes.

    Science.gov (United States)

    Česen, Marjeta; Kosjek, Tina; Laimou-Geraniou, Maria; Kompare, Boris; Širok, Brane; Lambropolou, Dimitra; Heath, Ester

    2015-09-15

    Cytostatic drug residues in the aqueous environment are of concern due to their possible adverse effects on non-target organisms. Here we report the occurrence and removal efficiency of cyclophosphamide (CP) and ifosfamide (IF) by biological and abiotic treatments including advanced oxidation processes (AOPs). Cyclophosphamide was detected in hospital wastewaters (14-22,000 ng L(-1)), wastewater treatment plant influents (19-27 ng L(-1)) and effluent (17 ng L(-1)), whereas IF was detected only in hospital wastewaters (48-6800 ng L(-1)). The highest removal efficiency during biological treatment (attached growth biomass in a flow through bioreactor) was 59 ± 15% and 35 ± 9.3% for CP and IF, respectively. Also reported are the removal efficiencies of both compounds from wastewater using hydrodynamic cavitation (HC), ozonation (O3) and/or UV, either individually or in combination with hydrogen peroxide (H2O2). Hydrodynamic cavitation did not remove CP and IF to any significant degree. The highest removal efficiencies: 99 ± 0.71% for CP and 94 ± 2.4% for IF, were achieved using UV/O3/H2O2 at 5 g L(-1) for 120 min. When combined with biological treatment, removal efficiencies were >99% for both compounds. This is the first report of combined biological and AOP treatment of CP and IF from wastewater with a removal efficiency >99%.

  4. Comparison of contaminants of emerging concern removal, discharge, and water quality hazards among centralized and on-site wastewater treatment system effluents receiving common wastewater influent.

    Science.gov (United States)

    Du, Bowen; Price, Amy E; Scott, W Casan; Kristofco, Lauren A; Ramirez, Alejandro J; Chambliss, C Kevin; Yelderman, Joe C; Brooks, Bryan W

    2014-01-01

    A comparative understanding of effluent quality of decentralized on-site wastewater treatment systems, particularly for contaminants of emerging concern (CECs), remains less understood than effluent quality from centralized municipal wastewater treatment plants. Using a novel experimental facility with common influent wastewater, effluent water quality from a decentralized advanced aerobic treatment system (ATS) and a typical septic treatment system (STS) coupled to a subsurface flow constructed wetland (WET) were compared to effluent from a centralized municipal treatment plant (MTP). The STS did not include soil treatment, which may represent a system not functioning properly. Occurrence and discharge of a range of CECs were examined using isotope dilution liquid chromatography-tandem mass spectrometry during fall and winter seasons. Conventional parameters, including total suspended solids, carbonaceous biochemical oxygen demand and nutrients were also evaluated from each treatment system. Water quality of these effluents was further examined using a therapeutic hazard modeling approach. Of 19 CECs targeted for study, the benzodiazepine pharmaceutical diazepam was the only CEC not detected in all wastewater influent and effluent samples over two sampling seasons. Diphenhydramine, codeine, diltiazem, atenolol, and diclofenac exhibited significant (ptreatment systems was generally not influenced by season. However, significant differences (pwater quality indicators were observed among the various treatment technologies. For example, removal of most CECs by ATS was generally comparable to MTP. Lowest removal of most CECs was observed for STS; however, removal was improved when coupling the STS to a WET. Across the treatment systems examined, the majority of pharmaceuticals observed in on-site and municipal effluent discharges were predicted to potentially present therapeutic hazards to fish.

  5. Passive treatment of wastewater and contaminated groundwater

    Science.gov (United States)

    Phifer, Mark A.; Sappington, Frank C.; Millings, Margaret R.; Turick, Charles E.; McKinsey, Pamela C.

    2007-11-06

    A bioremediation system using inorganic oxide-reducing microbial consortia for the treatment of, inter alia coal mine and coal yard runoff uses a containment vessel for contaminated water and a second, floating phase for nutrients. Biodegradable oils are preferred nutrients.

  6. Conventional and advanced oxidation processes used in disinfection of treated urban wastewater.

    Science.gov (United States)

    Rodríguez-Chueca, J; Ormad, M P; Mosteo, R; Sarasa, J; Ovelleiro, J L

    2015-03-01

    The purpose of the current study is to compare the inactivation of Escherichia coli in wastewater effluents using conventional treatments (chlorination) and advanced oxidation processes (AOPs) such as UV irradiation, hydrogen peroxide (H2O2)/solar irradiation, and photo-Fenton processes. In addition, an analysis of the operational costs of each treatment is carried out taking into account the optimal dosages of chemicals used. Total inactivation of bacteria (7.5 log) was achieved by means of chlorination and UV irradiation. However, bacterial regrowth was observed 6 hours after the completion of UV treatment, obtaining a disinfection value around 3 to 4 log. On the other hand, the combination H2O2/solar irradiation achieved a maximum inactivation of E. coli of 3.30 ± 0.35 log. The photo-Fenton reaction achieved a level of inactivation of 4.87 ± 0.10 log. The order of disinfection, taking into account the reagent/cost ratio of each treatment, is as follows: chlorination > UV irradiation > photo-Fenton > H2O2/sunlight irradiation.

  7. Treatment of Arctic wastewater by chemical coagulation, UV and peracetic acid disinfection.

    Science.gov (United States)

    Chhetri, Ravi Kumar; Klupsch, Ewa; Andersen, Henrik Rasmus; Jensen, Pernille Erland

    2017-02-16

    Conventional wastewater treatment is challenging in the Arctic region due to the cold climate and scattered population. Thus, no wastewater treatment plant exists in Greenland, and raw wastewater is discharged directly to nearby waterbodies without treatment. We investigated the efficiency of physicochemical wastewater treatment, in Kangerlussuaq, Greenland. Raw wastewater from Kangerlussuaq was treated by chemical coagulation and UV disinfection. By applying 7.5 mg Al/L polyaluminium chloride (PAX XL100), 73% of turbidity and 28% phosphate was removed from raw wastewater. E. coli and Enterococcus were removed by 4 and 2.5 log, respectively, when UV irradiation of 0.70 kWh/m(3) was applied to coagulated wastewater. Furthermore, coagulated raw wastewater in Denmark, which has a chemical quality similar to Greenlandic wastewater, was disinfected by peracetic acid or UV irradiation. Removal of heterotrophic bacteria by applying 6 and 12 mg/L peracetic acid was 2.8 and 3.1 log, respectively. Similarly, removal of heterotrophic bacteria by applying 0.21 and 2.10 kWh/m(3) for UV irradiation was 2.1 and greater than 4 log, respectively. Physicochemical treatment of raw wastewater followed by UV irradiation and/or peracetic acid disinfection showed the potential for treatment of arctic wastewater.

  8. Wastewater Treatment Using Horizontal Subsurface Flow Constructed Wetland

    Directory of Open Access Journals (Sweden)

    S. Sarafraz

    2009-01-01

    Full Text Available The last few decades witnessed sharp focus on environment pollution and its impact on life in nature. Wetlands can be used for biological treatment of wastewater. Problem statement: Scarcity of water is considered as a global problem and Iran is one the countries which is facing water shortage problem. Pollution of water bodies restrict the availability of water for various uses. Treatment of waste water before disposal contributes to water conservation efforts. Constructed wetlands are techniques aim to polish water quality and reduce the harmful effect of effluent. Approach: In this study, four horizontal subsurface flow wetlands (HSSF were constructed at the Research Station of Tehran University, located in Karaj, Iran. The study was carried out from April to September, 2007. Gravel and zeoilte were used in this study as substrate. Gravel-beds with and without plants (called GP and G and gravel-beds mixed with (10% zeolite, with and without plants (called ZP and Z were examined to investigate the feasibility of treating synthetic wastewater which was specifically produced and modified to imitate agricultural wastewater. Results: The results of this study indicated that the system had acceptable pollutant removal efficiency and that both plants were found to be tolerant under the tested conditions. The wetland system could achieve the NO3-N removal of (79% in ZP, (86% in Z, (82% in GP and finally (87.94% in G. As for the P removal, the efficiencies of 93, 89, 81 and 76% were respectively achieved for ZP, GP, Z and G. The outflow concentrations of Pb and Cd were found to be under the detection limit; however, as for Zn, the removal efficiencies of 99.9, 99.76, 99.71 and 99.52% were concluded for ZP, Z, GP and G respectively. Conclusions/Recommendations: It can be concluded that constructed wetlands are efficient in removing Zn, Pb and Cd from agricultural wastewater. Plants types such as Phragmites Australis and Juncus Inflexus can contribute

  9. APPLICATION OF DOUBLE-MEMBRANE TO ADVANCED TREATMENT AND REUSE OF TANNERY WASTEWATER%双膜法在皮革废水深度处理与回用中的应用

    Institute of Scientific and Technical Information of China (English)

    李红莲; 郭日南; 邱如斌; 陈潮华

    2012-01-01

    以超滤-反渗透为核心的双膜法技术处理皮革生产的综合废水.结果表明,超滤膜具有较强的抗污染能力,其过滤出水浊度<0.5 NTU,SDI值<3,完全能够满足RO的进水要求;RO产水COD<30 mg/L,电导率<500 μS/cm,满足皮革生产工艺回用水质的要求,取得了良好的经济和社会效益.%The ultrafiltration and reverse osmosis took as the core of double-membrane technology had been applied to the treatment of tannery wastewater. The results showed that the UF permeate satisfied all requirements of RO influent due to its high anti-pollution capacity, turbidity of less than 0.5 NTU and SDI of less than 3 which met the requirements of water quality for tannery manufacturing because its permeate COD was less than 30 mg/L and conductivity was less than 500 μS/cm .It had achieved good economic and social benefits.

  10. Treatment of Wastewater with High Conductivity by Pulsed Discharge Plasma

    Science.gov (United States)

    Wang, Zhaojun; Jiang, Song; Liu, Kefu

    2014-07-01

    A wastewater treatment system was established by means of pulsed dielectric barrier discharge (DBD). The main advantage of this system is that the wastewater is employed as one of the electrodes for the degradation of rhodamine B, which makes use of the high conductivity and lessenes its negative influence on the discharge process. At the same time, the reactive species like ozone and ultraviolet (UV) light generated by the DBD can be utilized for the treatment of wastewater. The effects of some factors like conductivity, peak pulse voltage, discharge frequency and pH values were investigated. The results show that the combination of these reactive species could enhance the degradation of the dye while the ozone played the most important role in the process. The degradation efficiency was enhanced with the increase of energy supplied. The reduction in the concentration of rhodamine B was much more effective with high solution conductivity; under the highest conductivity condition, the degradation rate could rise to 99%.

  11. Removal of Cryptosporidium by wastewater treatment processes: a review.

    Science.gov (United States)

    Nasser, Abidelfatah M

    2016-02-01

    Cryptosporidium is a protozoan parasite that infects humans and various animal species. The environmental stability and the low infectious dose of Cryptosporidium facilitate its transmission by water and food. Discharge of untreated wastewater may result in waterborne or foodborne Cryptosporidium outbreaks, therefore a suitable treatment may prevent its dissemination. Most studies on the prevalence of Cryptosporidium oocysts in wastewater have reported a concentration range between 10 and 200 oocysts/L and a prevalence of 6 to 100%. Activated sludge has been found to be ineffective for the removal of Cryptosporidium oocysts. Stabilization ponds and constructed wetlands are efficient for the reduction of Cryptosporidium from wastewater, especially when the retention time is longer than 20 days at suitable sunlight and temperature. High rate filtration and chlorine disinfection are inefficient for the reduction of Cryptosporidium from effluents, whereas ultrafiltration and UV irradiation were found to be very efficient for the reduction of Cryptosporidium oocysts. Adequate tertiary treatment may result in high quality effluent with low risk of Cryptosporidium for unrestricted irrigation and other non-potable applications.

  12. Photocatalysis as a tertiary treatment for petroleum refinery wastewaters

    Directory of Open Access Journals (Sweden)

    F. V. Santos

    2006-12-01

    Full Text Available Photocatalysis has been used as tertiary treatment for petroleum refinery wastewaters to comply with the regulatory discharge limits and to oxidize persistent compounds that had not been oxidized in the biological treatment. The wastewater is generated by the refinery and directly discharged into the Guanabara Bay (Rio de Janeiro. Although BOD removal is high, a residual and persistent COD, besides a somewhat high phenol content remains. Three photocatalysts were tested - TiO2 (Aldrich, ZnO (Aldrich, and TiO2 (P25, Degussa - the third being the most active. The optimized conditions obtained with an experimental design were 3.0 g L-1 TiO2 and pH 6.3. The use of hydrogen peroxide (H2O2 showed no beneficial effect. Removal of 93% of phenols, 63% of dissolved organic carbon (DOC, and more than 50% of oil and grease (OG were achieved in the photocatalytic process, improving the quality of the treated wastewater.

  13. Re-thinking wastewater landscapes: combining innovative strategies to address tomorrow's urban wastewater treatment challenges.

    Science.gov (United States)

    Smith, B R

    2009-01-01

    Most major cities worldwide face urban water management challenges relating to drinking supply, stormwater and wastewater treatment, and ecological preservation. In light of climate change and finite natural resources, addressing these challenges in sustainable ways will require innovative solutions arising from interdisciplinary collaboration. This article summarizes five major urban water management strategies that bridge the fields of engineering, ecology, landscape architecture, and urban planning. A conceptual implementation of these strategies is demonstrated through a design for a small constructed wetland treatment system in San Francisco, California. The proposed decentralized system described in this article consists of a detention basin, vegetated and open free water surface wetlands, and ultraviolet disinfection. In wet weather, the system would detain and treat combined sewer discharges (CSD), and in dry weather it would treat residential greywater for toilet flushing and irrigation in a nearby neighborhood. It is designed to adapt over time to changing climatic conditions and treatment demands. Importantly, this proposal demonstrates how constructed wetland engineers can incorporate multiple benefits into their systems, offering a vision of how wastewater infrastructure can be an attractive community, educational, recreational, and habitat amenity through the integration of engineering, ecology, and landscape design.

  14. MBBR evaluation for oil refinery wastewater treatment, with post-ozonation and BAC, for wastewater reuse.

    Science.gov (United States)

    Schneider, E E; Cerqueira, A C F P; Dezotti, M

    2011-01-01

    This work evaluated the performance of a Moving Bed Biofilm Reactor (MBBR) in the treatment of an oil refinery wastewater. Also, it investigated the possibility of reuse of the MBBR effluent, after ozonation in series with a biological activated carbon (BAC) column. The best performance of the MBBR was achieved with a hydraulic retention time (HRT) of 6 hours, employing a bed to bioreactor volume ratio (V(B)/V(R)) of 0.6. COD and N-NH₄(+) MBBR effluent concentrations ranged from 40 to 75 mg L⁻¹ (removal efficiency of 69-89%) and 2 to 6 mg L⁻¹ (removal efficiency of 45-86%), respectively. Ozonation carried out for 15 min with an ozone concentration of 5 mg L⁻¹ was able to improve the treated wastewater biodegradability. The treatment performance of the BAC columns was practically the same for ozonated and non ozonated MBBR effluents. The dissolved organic carbon (DOC) content of the columns of the activated carbon columns (CAG) was in the range of 2.1-3.8 mg L⁻¹, and the corresponding DOC removal efficiencies were comprised between 52 and 75%. The effluent obtained at the end of the proposed treatment presented a quality, which meet the requirements for water reuse in the oil refinery.

  15. Modeling of biobasins of an oil refinery wastewater treatment plant

    Directory of Open Access Journals (Sweden)

    RADOSTIN K. KUTSAROV

    2015-04-01

    Full Text Available The biobasins of the largest wastewater treatment plant (WWTP on the Balkans has been examined. Samples were taken four times from the inlet and outlet flow. The concentration of the total hydrocarbons, benzene, toluene, ethylbenzene, p-xylene, m-xylene, o-xylene and styrene in the wastewater has been obtained by gas chromatography. The average experimental concentrations were used when the mass balance was made. The results indicate that about 60% of pollutants are emitted in the air, about 22% are assimilated through biodegradation, and nearly 18% leave WWTP with the purified water. The measured concentrations were also modeled by Water 9.3 program. Comparison between the measured amounts of pollution concentrations and those forecasted by the Water 9.3 program has been made.

  16. Tertiary treatment of distillery wastewater by solar photofenton process

    Energy Technology Data Exchange (ETDEWEB)

    J. Josephine Sahaya Rani; Kanmani, S.; Schindler, F. [Centre for Environmental Studies, Anna Univ., Chennai (India)

    2003-07-01

    The feasibility of decolourisation / degradation of biologically treated distillery wastewater having high obnoxious odour, dark brown colour and high COD and BOD by solar photofenton process was investigated. The effect of operating variables viz., dilution, pH, concentration of H{sub 2}O{sub 2}, dosage of Fe{sup 2+}, depth of wastewater and contact time were studied. Complete removal of colour and odour and 90% reduction of COD were observed at the dilution ratio 4:6, pH 5 and H{sub 2}O{sub 2} / Fe{sup 2+} molar ratio 38:1. This feasibility study has proved that solar photofenton could be used an appropriate tertiary treatment for distillery industries especially when they are located in the solar belt area. (orig.)

  17. Anaerobic filters for the treatment of coal gasification wastewater.

    Science.gov (United States)

    Suidan, M T; Siekerka, G L; Kao, S W; Pfeffer, J T

    1983-06-01

    A process train consisting of the following sequence of unit processes, a berl-saddle-packed anaerobic filter, an expanded bed, granular activated carbon anaerobic filter, and an activated sludge nitrification system was evaluated for the treatment of a synthetically prepared coal gasification wastewater. The first-stage anaerobic filter resulted in very little removal of organic matter and no methane production. Excellent reduction in organic matter occurred in the granular activated carbon anaerobic filter. The removal mechanism was initially adsorptive and near the end of the study, removal of organic matter was primarily through conversion to methane gas. It is felt that the success of the activated carbon anaerobic filter was due to the ability of the activated carbon to sequester some components of the wastewater that were toxic to the mixed culture of anaerobic microorganisms. The activated sludge nitrification system resulted in complete ammonia oxidation and was very efficient in final effluent polishing.

  18. Treatment of dairy wastewater with a membrane bioreactor

    Directory of Open Access Journals (Sweden)

    L. H. Andrade

    2013-12-01

    Full Text Available Among the food industries, the dairy industry is considered to be the most polluting one because of the large volume of wastewater generated and its high organic load. In this study, an aerobic membrane bioreactor (MBR was used for the treatment of wastewater from a large dairy industry and two hydraulic retention times (HRT, 6 and 8 hours, were evaluated. For both HRTs removal efficiencies of organic matter of 99% were obtained. Despite high permeate flux (27.5 L/h.m², the system operated fairly stablely. The molecular weight distribution of feed, permeate and mixed liquor showed that only the low molecular weight fraction is efficiently degraded by biomass and that the membrane has an essential role in producing a permeate of excellent quality.

  19. 40 CFR 35.2101 - Advanced treatment.

    Science.gov (United States)

    2010-07-01

    ... 40 Protection of Environment 1 2010-07-01 2010-07-01 false Advanced treatment. 35.2101 Section 35... STATE AND LOCAL ASSISTANCE Grants for Construction of Treatment Works § 35.2101 Advanced treatment. Projects proposing advanced treatment shall be awarded grant assistance only after the project has...

  20. Environmental sustainability of wastewater sludge treatments

    DEFF Research Database (Denmark)

    Boyer-Souchet, Florence; Larsen, Henrik Fred

    resources. As part of a sustainability assessment (or “best practice evaluation”), a comparison between the existing and new sludge handling techniques have been done by use of life cycle assessment (LCA).The concept of induced impacts as compared to avoided impacts when introducing a new sludge treatment...... technologies. Incineration is used as the reference process, as it is the only existing well-developed technology, while other techniques like pyrolysis and gasification are relatively new, and only exist at lab-scale or pilot-plant scale....

  1. Wastewater treatment plants as a pathway for microplastics: Development of a new approach to sample wastewater-based microplastics.

    Science.gov (United States)

    Ziajahromi, Shima; Neale, Peta A; Rintoul, Llew; Leusch, Frederic D L

    2017-04-01

    Wastewater effluent is expected to be a pathway for microplastics to enter the aquatic environment, with microbeads from cosmetic products and polymer fibres from clothes likely to enter wastewater treatment plants (WWTP). To date, few studies have quantified microplastics in wastewater. Moreover, the lack of a standardized and applicable method to identify microplastics in complex samples, such as wastewater, has limited the accurate assessment of microplastics and may lead to an incorrect estimation. This study aimed to develop a validated method to sample and process microplastics from wastewater effluent and to apply the developed method to quantify and characterise wastewater-based microplastics in effluent from three WWTPs that use primary, secondary and tertiary treatment processes. We applied a high-volume sampling device that fractionated microplastics in situ and an efficient sample processing procedure to improve the sampling of microplastics in wastewater and to minimize the false detection of non-plastic particles. The sampling device captured between 92% and 99% of polystyrene microplastics using 25 μm-500 μm mesh screens in laboratory tests. Microplastic type, size and suspected origin in all studied WWTPs, along with the removal efficiency during the secondary and tertiary treatment stages, was investigated. Suspected microplastics were characterised using Fourier Transform Infrared spectroscopy, with between 22 and 90% of the suspected microplastics found to be non-plastic particles. An average of 0.28, 0.48 and 1.54 microplastics per litre of final effluent was found in tertiary, secondary and primary treated effluent, respectively. This study suggests that although low concentrations of microplastics are detected in wastewater effluent, WWTPs still have the potential to act as a pathway to release microplastics given the large volumes of effluent discharged to the aquatic environment. This study focused on a single sampling campaign, with

  2. 污水生物处理系统中溶解性微生物产物的研究进展%ADVANCES ON THE SOLUBLE MICROORGANISM PRODUCTS IN BIOLOGICAL WASTEWATER TREATMENT SYSTEM

    Institute of Scientific and Technical Information of China (English)

    周君薇; 陈一; 闻岳; 周琪

    2011-01-01

    对SMP的定义、来源、组成、特性、影响因素、动力学模型以及SMP诱导的膜污染和控制措施进行了总结.SMP是由于基质新陈代谢和生物量衰减释放到溶液中的一类有机化合物,其主要组成为腐植酸和富里酸、多糖、蛋白质、核酸、有机酸、氨基酸、抗生素、类固醇、胞外聚合酶、含铁细胞等.这些物质大都具有一定的毒性和螯合金属的能力,在MBR系统中还会引发膜污染.研究证明活性炭吸附对SMP的去除效果最佳.%A review concerning the definition, composition, characterization, production, mathematical model, membrane fouling and treatment of soluble microbial products (SMP) in wastewater treatment was presented. SMP was currently regarded as the pool of organic compounds that are released into solution from substrate metabolism and biomass decay. Some of the SMP had been identified as humic and falvic acids, polysaccharides, proteins, nucleic acids, organic acids, amino acids, antibiotics, steroids, extracellular enzymes, siderophores etc,which exhibited several characteristics such as toxicity and metal chelating properties. Moreover, it could induce membrane fouling in MBR systems. GAC or PAC was proved to be the most effective method for the removal of SMP.

  3. Wastewater Outfalls

    Data.gov (United States)

    Iowa State University GIS Support and Research Facility — Outfalls which discharge wastewater from wastewater treatment facilities with individual NPDES permits. It does not include NPDES general permits.

  4. Personal Review: Progress and prospect in electro-Fenton process for wastewater treatment

    Institute of Scientific and Technical Information of China (English)

    JIANG Cheng-chun; ZHANG Jia-fa

    2007-01-01

    As a novel advanced oxidation process (AOP), electro-Fenton process is powerful for degrading most organic compounds including toxic and non-biodegradable ones, and so has attracted great attention. This paper reviews this process in detail including the mechanism, electrolytic bath, electrode materials, aerations and operation parameters. The application of electro-Fenton method in wastewater treatment is evaluated and summarized. Future work in this field is suggested, and three main directions of new electrode exploitation, development of assisted technologies and mechanistic study should be strengthened.

  5. 混凝沉淀-生物法-高级氧化处理颜料废水工程应用%Engineering appIication of coaguIation precipitation-bioIogicaI process-advanced oxidation process to the treatment of pigment wastewater

    Institute of Scientific and Technical Information of China (English)

    董建威; 司马卫平

    2015-01-01

    某颜料企业针对其排放的高浓度有机废水,采用混凝沉淀—生物法—高级氧化的组合工艺进行处理。工程实践表明:在系统维持相对稳定的情况下,经处理后的出水水质达到了《污水综合排放标准》(GB 8978—1996)的一级标准要求。%Aiming at the problems that the wastewater from a pigment enterprise contains highly concentrated orga-nics,the combined process coagulation precipitation-biological method-advanced oxidation,has been used for its treatment. The engineering practice shows that when the systems conditions keep relatively stable ,the effluent water quality can meet the requirements of I-class criteria specified in the Integrated Wastewater Discharge Standard (GB 8978—1996).

  6. 双膜法在防伪纸生产废水深度处理与回用中的应用%Application of Continuous Membrane Filtration and Reverse Osmosis to Advanced Treatment and Reuse of Anti-counterfeit Paper Mill Wastewater

    Institute of Scientific and Technical Information of China (English)

    刘建立; 戴海平; 董廷尉; 柯永文

    2011-01-01

    针对防伪纸厂废水处理站的二沉池出水,采用中试规模的连续膜过滤(CMF)/反渗透(RO)集成工艺进行深度处理,以期能够满足回用的要求.结果表明,超滤膜有较强的抗污染能力,其过滤出水浊度<0.5 NTU,SS值基本为零,SDI值<3,完全能够满足RO的进水要求;RO产水COD平均为1.7 mg/L,电导率为10 μS/cm,满足防伪纸生产工艺回用水质的要求.采用双膜法深度处理防伪纸生产废水并回用具有工程可行性.%A pilot-scale combined process of continuous membrane filtration (CMF) and reverse osmosis was used for advanced treatment of secondary sedimentation tank effluent in an anti-counterfeit paper mill to meet the wastewater reuse requirement. The results show that the CMF permeate satisfies all requirements of RO influent due to its high anti-pollution capacity, turbidity of less than 0.5 NTU, SS of about zero and SDI of less than 3. RO permeate meets the requirements of water quality for paper manufacturing because its permeate COD is 1.7 mg/L, and the conductivity is less than 10 μS/cm. The combined process for advanced treatment and reuse of anti-counterfeit paper mill wastewater is feasible in engineering application.

  7. Supercritical gasification for the treatment of o-cresol wastewater

    Institute of Scientific and Technical Information of China (English)

    WEI Chao-hai; HU Cheng-sheng; WU Chao-fei; YAN Bo

    2006-01-01

    The supercritical water gasification of phenolic wastewater without oxidant was performed to degrade pollutants and produce hydrogen-enriched gases. The simulated o-cresol wastewater was gasified at 440-650℃ and 27.6 MPa in a continuous Inconel 625 reactor with the residence time of 0.42-1.25 min. The influence of the reaction temperature, residence time, pressure,catalyst, oxidant and the pollutant concentration on the gasification efficiency was investigated. Higher temperature and longer residence time enhanced the o-cresol gasification. The TOC removal rate and hydrogen gasification rate were 90.6% and 194.6%,respectively, at the temperature of 650℃ and the residence time of 0.83 min. The product gas was mainly composed of H2, CO2, CH4 and CO, among which the total molar percentage of H2 and CH4 was higher than 50%. The gasification efficiency decreased with the pollutant concentration increasing. Both the catalyst and oxidant could accelerate the hydrocarbon gasification at a lower reaction temperature, in which the catalyst promoted H2 production and the oxidant enhanced CO2 generation. The intermediates of liquid effluents were analyzed and phenol was found to be the main composition. The results indicate that the supercritical gasification is a promising way for the treatment of hazardous organic wastewater.

  8. Treatment of laundry wastewater using polyethersulfone/polyvinylpyrollidone ultrafiltration membranes.

    Science.gov (United States)

    Sumisha, A; Arthanareeswaran, G; Lukka Thuyavan, Y; Ismail, A F; Chakraborty, S

    2015-11-01

    In this study, laundry wastewater filtration was studied using hydrophilic polyvinylpyrollidone (PVP) modified polyethersulfone (PES) ultrafiltration membranes. The performances of PES/PVP membranes were assessed using commercial PES membrane with 10kDa in ultrafiltration. Operating parameters The influence of transmembrane pressure (TMP) and stirring speed on laundry wastewater flux was investigated. A higher permeate flux of 55.2L/m(2)h was obtained for modified PES membrane with high concentration of PVP at TMP of 500kPa and 750rpm of stirring speed. The separation efficiencies of membranes were also studied with respect to chemical oxygen demand (COD), total dissolved solids (TDS), turbidity and conductivity. Results showed that PES membrane with 10% of PVP had higher permeate flux, flux recovery and less fouling when compared with other membranes. Higher COD and TDS rejection of 88% and 82% were also observed for modified membranes due to the improved surface property of membranes. This indicated that modified PES membranes are suitable for the treatment of surfactant, detergent and oil from laundry wastewater.

  9. Evaluation of Estrogenic Activity and Measurement of EDCs in Wastewater Treatment Plants

    Institute of Scientific and Technical Information of China (English)

    B. C. Lee; J. Y. Jung; H. K.Kim

    2006-01-01

    Correlations between estrogenic activity and DOC/UV260 ratio in wastewater treatment processes were investigated to propose a simple, reliable and comprehensive indicator for the presence of estrogenic substances. Contrary to this,when short-term bioassays such as the E-SCREEN, receptor binding and reporter gene expression assays are used for detecting estrogenic activity in the wastewater sample, they require a long time, at least a few days. The major factors contributing to the estrogenic activity were found to be 17β-estradiol (E2) and estrone (E1). A good relationship between the DOC/UV260 ratio and the concentration of estrogens (E1 and E2) in the effluent of the activated sludge process was found: the E2 concentration increased as the DOC/UV260 ratio increased while the E1 concentration decreased. The relative estrogenic activity and DOC/UV260 ratio showed a good correlation (R2 = 0.84) for all sewage samples except the ozonized samples in the sewage treatment plants. This study shows that the estrogenic compounds are hard to be mineralized by the conventional biological processes. Advanced oxidation processes are required to further remove estrogenic substances in the secondary effluent. By analysis of DOC and UV260, the estrogenic activity in the wastewater can be rapidly estimated.

  10. Hydrothermal Liquefaction of Wastewater Treatment Plant Solids

    Energy Technology Data Exchange (ETDEWEB)

    Billing, Justin M.

    2016-10-16

    Feedstock cost is the greatest barrier to the commercial production of biofuels. The merits of any thermochemical or biological conversion process are constrained by their applicability to the lowest cost feedstocks. At PNNL, a recent resource assessment of wet waste feedstocks led to the identification of waste water treatment plant (WWTP) solids as a cost-negative source of biomass. WWTP solids disposal is a growing environmental concern [1, 2] and can account for up to half of WWTP operating costs. The high moisture content is well-suited for hydrothermal liquefaction (HTL), avoiding the costs and parasitic energy losses associated with drying the feedstock for incineration. The yield and quality of biocrude and upgraded biocrude from WWTP solids is comparable to that obtained from algae feedstocks but the feedstock cost is $500-1200 less per dry ton. A collaborative project was initiated and directed by the Water Environment & Reuse Foundation (WERF) and included feedstock identification, dewatering, shipping to PNNL, conversion to biocrude by HTL, and catalytic hydrothermal gasification of the aqueous byproduct. Additional testing at PNNL included biocrude upgrading by catalytic hydrotreatment, characterization of the hydrotreated product, and a preliminary techno-economic analysis (TEA) based on empirical results. This short article will cover HTL conversion and biocrude upgrading. The WERF project report with complete HTL results is now available through the WERF website [3]. The preliminary TEA is available as a PNNL report [4].

  11. LPWCO method for the treatment of high concentrated organic wastewater

    Institute of Scientific and Technical Information of China (English)

    1998-01-01

    Based on wet air oxidation (WAO) and Fenton reagent, thispaper raises a new low pressure wet catalytic oxidation(LPWCO)which requires low pressure for the treatment of highlyconcentrated and refractory organic wastewater. Compared withgeneral wet air oxidation, the pressure of the treatment(0.1-0.6MPa) is only one of tens to percentage of latter(3.5-10MPa). Inaddition, its temperature is no more than 180℃.Compared withFenton reagent, while H2O2/COD(weight ratio) less than 1.2, theremoval of COD in the treatment is over twenty percents more thanFenton's even the value of COD is more than 14000mg/L. In thispaper, we study the effect factor of COD removal and the mechanismof this treatment. The existence of synergistic effect (catalytic oxidation and carbonization) for COD removal in H2SO4-Fenton reagent system under the condition of applied pressure and heating (0.1-0.6MPa, 104-165℃) was verified. The best condition of this disposal are as follows:H2O2/COD(weight ratio)=0.2-1.0, Fe2+ 0.6×10-3 mol, H2SO4 0.5mol, COD>1×104mg/L, the operating pressure is 0.1-0.6MPa and temperature is 104-165℃. This method suit to dispose the high-concentrated refractory wastewater, especially to the wastewater containing H2SO produced in the manufacture of pesticide, dyestuff and petrochemical works.

  12. Degradation of estrone in water and wastewater by various advanced oxidation processes.

    Science.gov (United States)

    Sarkar, Shubhajit; Ali, Sura; Rehmann, Lars; Nakhla, George; Ray, Madhumita B

    2014-08-15

    A comprehensive study was conducted to determine the relative efficacy of various advanced oxidation processes such as O3, H2O2, UV, and combinations of UV/O3, UV/H2O2 for the removal of estrone (E1) from pure water and secondary effluent. In addition to the parent compound (E1) removal, performance of the advanced oxidation processes was characterized using removal of total organic carbon (TOC), and estrogenicity of the effluent. Although E1 removal was high for all the AOPs, intermediates formed were more difficult to degrade leading to slow TOC removal. Energy calculations and cost analysis indicated that, although UV processes have low electricity cost, ozonation is the least cost option ($ 0.34/1000 gallons) when both capital and operating costs were taken into account. Ozonation also is superior to the other tested AOPs due to higher removal of TOC and estrogenicity. The rate of E1 removal decreased linearly with the background TOC in water, however, E1 degradation in the secondary effluent from a local wastewater treatment plant was not affected significantly due to the low COD values in the effluent.

  13. Advances in wastewater nitrogen removal by biological processes: state of the art review

    Directory of Open Access Journals (Sweden)

    Andrea G. Capodaglio

    2016-04-01

    Full Text Available The paper summarizes the state-of-the-art of the most recent advances in biological nitrogen removal, including process design criteria and technological innovations. With reference to the Modified Ludzck Ettinger (MLE process (pre-denitrification and nitrification in the activated sludge process, the most common nitrogen removal process used nowadays, a new design equation for the denitrification reactor based on specific denitrification rate (SDNR has been proposed. In addition, factors influencing SDNR (DO in the anoxic reactor; hydrodynamic behavior are analyzed, and technological solutions are proposed. Concerning technological advances, the paper presents a summary of various “deammonification” processes, better known by their patent names like ANAMMOX®, DEMON®, CANON®, ANITA® and others. These processes have already found applications in the treatment of high-strength wastewater such as digested sludge liquor and landfill leachate. Among other emerging denitrification technologies, consideration is given to the Membrane Biofilm Reactors (MBfRs that can be operated both in oxidation and reduction mode.

  14. Life Cycle Assessment of urban wastewater reuse with ozonation as tertiary treatment

    Energy Technology Data Exchange (ETDEWEB)

    Munoz, Ivan [Departamento de Hidrogeologia y Quimica Analitica, Universidad de Almeria, ctra. de Sacramento s/n, La Canada de San Urbano, 04120 Almeria (Spain)], E-mail: ivanmuno@ual.es; Rodriguez, Antonio; Rosal, Roberto [Departamento de Quimica Analitica e Ingenieria Quimica, Universidad de Alcala, Madrid (Spain); Fernandez-Alba, Amadeo R. [Departamento de Hidrogeologia y Quimica Analitica, Universidad de Almeria, ctra. de Sacramento s/n, La Canada de San Urbano, 04120 Almeria (Spain)

    2009-02-01

    Life Cycle Assessment has been used to compare different scenarios involving wastewater reuse, with special focus on toxicity-related impact categories. The study is based on bench-scale experiments applying ozone and ozone in combination with hydrogen peroxide to a wastewater effluent from a Spanish sewage treatment plant. Two alternative characterisation models have been used to account for toxicity of chemical substances, namely USES-LCA and EDIP97. Four alternative scenarios have been assessed: wastewater discharge plus desalination supply, wastewater reuse without tertiary treatment, wastewater reuse after applying a tertiary treatment consisting on ozonation, and wastewater reuse after applying ozonation in combination with hydrogen peroxide. The results highlight the importance of including wastewater pollutants in LCA of wastewater systems assessing toxicity, since the contribution of wastewater pollutants to the overall toxicity scores in this case study can be above 90%. Key pollutants here are not only heavy metals and other priority pollutants, but also non-regulated pollutants such as pharmaceuticals and personal care products. Wastewater reuse after applying any of the tertiary treatments considered appears as the best choice from an ecotoxicity perspective. As for human toxicity, differences between scenarios are smaller, and taking into account the experimental and modelling uncertainty, the benefits of tertiary treatment are not so clear. From a global warming potential perspective, tertiary treatments involve a potential 85% reduction of greenhouse gas emissions when compared with desalination.

  15. Perspectives on the feasibility of using microalgae for industrial wastewater treatment.

    Science.gov (United States)

    Wang, Yue; Ho, Shih-Hsin; Cheng, Chieh-Lun; Guo, Wan-Qian; Nagarajan, Dillirani; Ren, Nan-Qi; Lee, Duu-Jong; Chang, Jo-Shu

    2016-12-01

    Although microalgae can serve as an appropriate alternative feedstock for biofuel production, the high microalgal cultivation cost has been a major obstacle for commercializing such attempts. One of the feasible solution for cost reduction is to couple microalgal biofuel production system with wastewater treatment, as microalgae are known to effectively eliminate a variety of nutrients/pollutants in wastewater, such as nitrogen/phosphate, organic carbons, VFAs, pharmaceutical compounds, textile dye compounds, and heavy metals. This review aims to critically discuss the feasibility of microalgae-based wastewater treatment, including the strategies for strain selection, the effect of wastewater types, photobioreactor design, economic feasibility assessment, and other key issues that influence the treatment performance. The potential of microalgae-bacteria consortium for treatment of industrial wastewaters is also discussed. This review provides useful information for developing an integrated wastewater treatment with microalgal biomass and biofuel production facilities and establishing efficient co-cultivation for microalgae and bacteria in such systems.

  16. Innovative Treatment Technologies for Natural Waters and Wastewaters

    Energy Technology Data Exchange (ETDEWEB)

    Childress, Amy E.

    2011-07-01

    The research described in this report focused on the development of novel membrane contactor processes (in particular, forward osmosis (FO), pressure retarded osmosis (PRO), and membrane distillation (MD)) in low energy desalination and wastewater treatment applications and in renewable energy generation. FO and MD are recently gaining national and international attention as viable, economic alternatives for removal of both established and emerging contaminants from natural and process waters; PRO is gaining worldwide attention as a viable source of renewable energy. The interrelationship of energy and water are at the core of this study. Energy and water are inextricably bound; energy usage and production must be considered when evaluating any water treatment process for practical application. Both FO and MD offer the potential for substantial energy and resource savings over conventional treatment processes and PRO offers the potential for renewable energy or energy offsets in desalination. Combination of these novel technologies with each other, with existing technologies (e.g., reverse osmosis (RO)), and with existing renewable energy sources (e.g., salinity gradient solar ponds) may enable much less expensive water production and also potable water production in remote or distributed locations. Two inter-related projects were carried out in this investigation. One focused on membrane bioreactors for wastewater treatment and PRO for renewable energy generation; the other focused on MD driven by a salinity gradient solar pond.

  17. Innovations in wastewater treatment: the moving bed biofilm process.

    Science.gov (United States)

    Odegaard, Hallvard

    2006-01-01

    This paper describes the moving bed biofilm reactor (MBBR) and presents applications of wastewater treatment processes in which this reactor is used. The MBBR processes have been extensively used for BOD/COD-removal, as well as for nitrification and denitrification in municipal and industrial wastewater treatment. This paper focuses on the municipal applications. The most frequent process combinations are presented and discussed. Basic design data obtained through research, as well as data from practical operation of various plants, are presented. It is demonstrated that the MBBR may be used in an extremely compact high-rate process (treatment. Most European plants require P-removal and performance data from plants combining MBBR and chemical precipitation is presented. Likewise, data from plants in Italy and Switzerland that are implementing nitrification in addition to secondary treatment are presented. The results from three Norwegian plants that are using the so-called combined denitrification MBBR process are discussed. Nitrification rates as high as 1.2 g NH4-N/m2 d at complete nitrification were demonstrated in practical operation at low temperatures (11 degrees C), while denitrification rates were as high as 3.5g NO3-Nequiv./m2.d. Depending on the extent of pretreatment, the total HRT of the MBBR for N-removal will be in the range of 3 to 5 h.

  18. Beyond the conventional life cycle inventory in wastewater treatment plants

    Energy Technology Data Exchange (ETDEWEB)

    Lorenzo-Toja, Yago, E-mail: yago.lorenzo@usc.es [Department of Chemical Engineering, Institute of Technology, University of Santiago de Compostela, 15782 Santiago de Compostela, Galicia (Spain); Alfonsín, Carolina [Department of Chemical Engineering, Institute of Technology, University of Santiago de Compostela, 15782 Santiago de Compostela, Galicia (Spain); Amores, María José; Aldea, Xavier; Marin, Desirée [Cetaqua, Water Technology Centre, 08940 Cornellà de Llobregat, Barcelona (Spain); Moreira, María Teresa; Feijoo, Gumersindo [Department of Chemical Engineering, Institute of Technology, University of Santiago de Compostela, 15782 Santiago de Compostela, Galicia (Spain)

    2016-05-15

    The conventional approach for the environmental assessment of wastewater treatment plants (WWTPs) is typically based on the removal efficiency of organic load and nutrients as well as the quantification of energy and chemicals consumption. Current wastewater treatment research entails the monitoring of direct emissions of greenhouse gases (GHG) and emerging pollutants such as pharmaceutical and personal care products (PPCPs), which have been rarely considered in the environmental assessment of a wastewater treatment facility by life cycle assessment (LCA) methodology. As a result of that, the real environmental impacts of a WWTP may be underestimated. In this study, two WWTPs located in different climatic regions (Atlantic and Mediterranean) of Spain were evaluated in extensive sampling campaigns that included not only conventional water quality parameters but also direct GHG emissions and PPCPs in water and sludge lines. Regarding the GHG monitoring campaign, on-site measurements of methane (CH{sub 4}) and nitrous oxide (N{sub 2}O) were performed and emission factors were calculated for both WWTPs. GHG direct emissions accounted for 62% of the total global warming potential (GWP), much more relevant than indirect CO{sub 2} emissions associated with electricity use. Regarding PPCPs, 19 compounds were measured in the main streams: influent, effluent and sludge, to perform the evaluation of the toxicity imp