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Sample records for domestic waste water

  1. Domestic applications for aerospace waste and water management technologies

    Disanto, F.; Murray, R. W.

    1972-01-01

    Some of the aerospace developments in solid waste disposal and water purification, which are applicable to specific domestic problems are explored. Also provided is an overview of the management techniques used in defining the need, in utilizing the available tools, and in synthesizing a solution. Specifically, several water recovery processes will be compared for domestic applicability. Examples are filtration, distillation, catalytic oxidation, reverse osmosis, and electrodialysis. Solid disposal methods will be discussed, including chemical treatment, drying, incineration, and wet oxidation. The latest developments in reducing household water requirements and some concepts for reusing water will be outlined.

  2. Phyto-treatment of domestic waste water using artificial marshes

    Vaca, Rodrigo; Sanchez, Fabian [Oleoducto de Crudos Pesados (OCP), Quito (Ecuador)

    2009-12-19

    The phyto-treatment of domestic waste water by the use of artificial marshes system consists in beds of treatment working in series, this beds are constituted basically by inverse filters of inert granular material where the nutrients are cached from the residual water. Most of the treatment is carried in roots steams and leaves of defined species of plants. The rest of the treatment is performed by anaerobic and aerobic bacteria that grow within the beds. In the proximities of the roots and the area near the bed surface, aerobic processes take place and in deepest zones, anaerobic processes take place. It is desirable that the aerobic process will be the predominant one, mainly to avoid bad odors; this is obtained with the correct selection of plants which must have dense and deep roots. The economic factor is also important for the selection of this type of treatment system, the cost of operation and maintenance is minimum compared with other type of systems. The operation cost is practically zero because it is not required provision of electrical energy for its operation; energy used is the solar energy through the photosynthesis process. The maintenance is reduced to pruning and cleaning that can be performed twice a year. The goals of this paper is to show our experiences during the construction, stabilization and operation of these systems installed in 13 OCP locations with different types of weather and explain the conclusions arrived after construction and operation; present this kind of systems as an alternative of economic wastewater treatment in terms of construction, operation and maintenance and as environment friendly treatment. (author)

  3. Water recovery and solid waste processing for aerospace and domestic applications

    Murawczyk, C.

    1973-01-01

    The work is described accomplished in compiling information needed to establish the current water supply and waste water processing requirements for dwellings, and for developing a preliminary design for a waste water to potable water management system. Data generated was used in formulation of design criteria for the preliminary design of the waste water to potable water recycling system. The system as defined was sized for a group of 500 dwelling units. Study tasks summarized include: water consumption, nature of domestic water, consumer appliances for low water consumption, water quality monitoring, baseline concept, and current and projected costs.

  4. Projection and enterprises controlling in domestic waste water econom

    Schrder Reinhard; Franz Anselm; Augustnov Edita

    2000-01-01

    The development of the cost of communal waste water disposal is widely discussed among the population, among politicians and experts. Not only the absolute amount of the charged fees are the cause of concern, but also their increase over the last few years. As part of this thesis, the PC software SloVaKon, which facilitates project and operation decision, will be designed to apply the experience gained during the building and expansion of the waste water industry in Germanys five new federal...

  5. Case study of the effectiveness of passive grease trap for management on domestic kitchen waste water

    Nidzamuddin, M. Y.; Juffrizal, K.; Mustapha, F.; Zulfattah, Z. M.; Tan, C. F.; Taha, M. M.; Hidayah, I.; Hilwa, M. Z.

    2015-05-01

    Household waste, generally known as trash or garbage is mostly includes food wastes, product packaging, and other miscellaneous inorganic wastes that are coming from domestic household. Grease waste such as oil and fats can contaminate water and also clot on pipes provoking blockages. Thus, waste water from kitchen sink need a proper way of filtration. Grease trap developed in this paper is viable in trapping the grease residue. The experiments have been conducted in controlled environment and the objectives are to investigate the effectiveness of grease trap by proving the existence of retention time and the expected ratio of collected water and oil during experiment process using a prototype model.

  6. Domestic wastes: assault course

    In the management of domestic waste, some incoherencies persist. The tax on waste is always 20.6% instead of 5.5% for water or transport. The price of buying back electric power by Electricite de France is too low according to the appreciation of the cogeneration club. Regarding to the sell of stream to industrial, stream buyers are not always reliable, no enough guarantee are given by them to allow to cogeneration club to invest. (N.C.)

  7. Water recovery and solid waste processing for aerospace and domestic applications. Volume 1: Final report

    Murray, R. W.

    1973-01-01

    A comprehensive study of advanced water recovery and solid waste processing techniques employed in both aerospace and domestic or commercial applications is reported. A systems approach was used to synthesize a prototype system design of an advanced water treatment/waste processing system. Household water use characteristics were studied and modified through the use of low water use devices and a limited amount of water reuse. This modified household system was then used as a baseline system for development of several water treatment waste processing systems employing advanced techniques. A hybrid of these systems was next developed and a preliminary design was generated to define system and hardware functions.

  8. Projection and enterprises controlling in domestic waste water econom

    Schrder Reinhard

    2000-03-01

    Full Text Available The development of the cost of communal waste water disposal is widely discussed among the population, among politicians and experts. Not only the absolute amount of the charged fees are the cause of concern, but also their increase over the last few years. As part of this thesis, the PC software SloVaKon, which facilitates project and operation decision, will be designed to apply the experience gained during the building and expansion of the waste water industry in Germanys five new federal states to the conditions in the Slovak republic. For this, a comparison of both countrys topographical, technical, legal and economical conditions proved necessary.

  9. Domestic Waste: Sources, Effects, and Management

    Waste is any discarded material. Domestic wastes are those produced by individual activities. In common with other living organisms, humans discharge waste substances to the environment that in turn re-energize the endless cycle of nature. Human activities are closely associated with ambient environment (soil , water, or air) through accumulation of domestic waste. Such household hazardous waste deposit arise from the discharge of domestic activities in the form of municipal solid waste (household, commercial and public street wastes), night soil (human and animal body wastes, excreta, or excrement). In rural areas, night soil is one of several components of the refuse that pollute the land. The surface water may be also directly polluted by domestic wastes or agricultural wastes. But in urbanized areas, household wastes, bathroom and laundry are conveniently flushed away by water as domestic wastewater through sewerage system, and disposed onto land or into receiving water, or in some countries it is treated and re-discharged for domestic usage. Solid waste in the form of kitchen garbage and other household refuse is collected for landfill disposal or for re-industrialization. Many domestic waste influence indoor air quality in urban and rural areas as for example the fuel used for cooking, smoke from cooking and from smoking habits, modern building materials, insulation, fabrics and furniture, cleaning materials, solvents, pesticides, personal care products, organic material or vegetable origin and dander from domestic life

  10. Performance of and biomass characterisation in a UASB reactor treating domestic waste water at ambient temperature

    Ruiz, I; Soto, Manuel|d(Soto Castieira); Mara C. Veiga; Ligero, P.; Vega, A.; Blzquez, R. (Ricardo)

    1998-01-01

    [Abstract] Domestic waste water from the city of A Corua (NW Spain) was treated anaerobically in a laboratory-scale upflow anaerobic sludge blanket (UASB) digester, at 20C, at hydraulic retention times (HRTs) of longer than 24 h, the COD and SS removal efficiencies remained practically constant and higher than 85%. When reducing the HRT from 24 to 5 h, the COD removal decreased from 85% to 53% and the SS removal from 89% to 63%. The methane recovered in the biogas ranged from 25% to 3...

  11. Processing of combined domestic bath and laundry waste waters for reuse as commode flushing water

    Hypes, W. D.; Batten, C. E.; Wilkins, J. R.

    1975-01-01

    An experimental investigation of processes and system configurations for reclaiming combined bath and laundry waste waters for reuse as commode flush water was conducted. A 90-min recycle flow was effective in removing particulates and in improving other physical characteristics to the extent that the filtered water was subjectively acceptable for reuse. The addition of a charcoal filter resulted in noticeable improvements in color, turbidity, and suds elimination. Heating and chlorination of the waste waters were investigated for reducing total organism counts and eliminating coliform organisms. A temperature of 335.9 K (145 F) for 30 min and chlorine concentrations of 20 mg/l in the collection tank followed by 10 mg/l in the storage tank were determined to be adequate for this purpose. Water volume relationships and energy-use rates for the waste water reuse systems are also discussed.

  12. Energy from domestic wast water and kitchen wast with Eureka-HD, An Energy Balance

    Grond, Lukas

    2010-01-01

    Treatment of wastewater is commonly done centralized, bringing high costs for collecting a big flow of low concentrated wastewater. A mixed input of black water, grey water, rainwater and groundwater has a low concentration of contamination making recover

  13. Anaerobe-Aerobe Submerged Biofilter Technology for Domestic Waste Water Treatment

    Water pollution in the big cities in Indonesia, especially in DKI Jakarta has shown serious problems. One of the potential sources of water pollution is domestic wastewater that is wastewater from kitchens, laundry, bathing and toilets. These problems have become more serious since the spreads of sewerage systems are still low, so that domestic, institutional and commercial wastewater cause severe water pollution in many rivers or shallow ground water. Bases on the fact that the progress of development of sewerage system is still low, it is important to develop low cost technology for individual house hold or semi communal wastewater treatment such as using anaerobic and aerobic submerged biofilter. This paper describes alternative technology for treatment of household wastewater or organic wastewater using anaerobic and aerobic submerged biofilter. Using this technology can decrease BOD, COD and Suspended Solids (SS) concentration more than 90 %. (author)

  14. Water recovery and solid waste processing for aerospace and domestic applications. Volume 2: Appendices

    Murray, R. W.

    1973-01-01

    Water and sewage treatment systems are presented with concentration on the filtration of water. Equipment is described for organic removal, solids removal, nutrient removal, inorganic removal, and disinfection of the water. Such things as aseline hardware, additional piping connections, waste disposal, and costs involved are also reported.

  15. Anaerobic treatment as a core technology for energy, nutrients and water recovery from source-separated domestic waste(water).

    Zeeman, Grietje; Kujawa, Katarzyna; de Mes, Titia; Hernandez, Lucia; de Graaff, Marthe; Abu-Ghunmi, Lina; Mels, Adriaan; Meulman, Brendo; Temmink, Hardy; Buisman, Cees; van Lier, Jules; Lettinga, Gatze

    2008-01-01

    Based on results of pilot scale research with source-separated black water (BW) and grey water (GW), a new sanitation concept is proposed. BW and GW are both treated in a UASB (-septic tank) for recovery of CH4 gas. Kitchen waste is added to the anaerobic BW treatment for doubling the biogas production. Post-treatment of the effluent is providing recovery of phosphorus and removal of remaining COD and nitrogen. The total energy saving of the new sanitation concept amounts to 200 MJ/year in comparison with conventional sanitation, moreover 0.14 kg P/p/year and 90 litres of potential reusable water are produced. PMID:18469391

  16. The application of membrane Bio-Reactor for East Java Domestic waste water treatment

    Aisyah E. Palupi

    2008-01-01

    Full Text Available Membrane bioreactors for wastewater treatment research have been carried out. In this system, membrane replaces the function of the sedimentation tank. Until recent time, fouling was still the main problem for membrane processes. This research has investigated the effect of MLSS concentration and back flushing on external membrane bioreactor performances such as COD and BOD reduction, and the back flushing effect for domestic wastewater treatment. Polyacrylonitril hollow fiber membrane with pore diameter 0.1-0.01 m, surface area 0.075 m2 was used in this research. This process was at HRT 5 hour, no sludge disposal, intermittent operation, and permeate exiting from membrane shell side. Optimum condition was obtained at a transmembrane pressure (TMP of 1.45 bar. Back flushing was conducted for 10 minute at 3.0 bar pressure. Effective back flushing was shown after operation at MLSS of 7500 and 10000 mg/l. The result of this research shows that COD and BOD in the domestic wastewater decreased almost 98%. MLSS and MLVSS degradations were 98.6% and 98%, respectively.

  17. Domestic water conservation potential in Saudi Arabia

    Abdulrazzak, Mohammed J.; Khan, Muhammad Z. A.

    1990-03-01

    Domestic water conservation in arid climates can result in efficient utilization of existing water supplies. The impacts of conservation measures such as the installation of water-saving devices, water metering and pricing schemes, water rationing and public awareness programs, strict plumbing codes, penalties for wasting water, programs designed to reduce leakage from public water lines and within the home, water-efficient landscaping, economic and ethical incentives are addressed in detail. Cost savings in arid climates, with particular reference to Saudi Arabia, in relation to some conservation techniques, are presented. Water conservation technology and tentative demonstration and implementation of water conservation programs are discussed.

  18. Pharmaceuticals in domestic and agricultural waste waters - problem and its solution

    Maršík, Petr; Soudek, Petr; Hudcová, T.; Syrovátka, J.; Vaněk, Tomáš

    Shanghai : Tongji University, 2014, s. 523-530. [International Conference on Wetland Systems for Water Pollution Control (ICWS2014). Shanghai (CN), 12.10.2014-16.10.2014] R&D Projects: GA TA ČR TA01020573; GA ČR(CZ) GA14-22593S Institutional support: RVO:61389030 Keywords : Constructed wetland * pharmaceutical * Phragmites Subject RIV: DJ - Water Pollution ; Quality

  19. Aspects of contamination produced by domestic waste landfills on receiving waters in Madrid province

    Pastor PIñeiro, Jesús; Urcelay, A; Adarve, M. J.; Hernández, Ana Jesús; Sánchez, A.

    1993-01-01

    This study describes some aspects of the anion content in surface waters and ground waters as well as ín the soils affected by three landfills in the Province of Madrid. The anions concerned are chlorides, fluorides, sulfates, phosphates and nitrates. The pH and conductivity were also determíned. These parameters may constitute abiotic índicators to observe the alterations produced in the water and soil by the leachates from the landfills. The results show that the concentrations ...

  20. Preconcentration of selective polycyclic aromatic hydrocarbons for their subsequent determination in domestic and waste water by gradient elution high performance liquid chromatography

    Application of gradient elution high performance liquid chromatography (HPLC) has been investigated for the probable analysis of PAHs in domestic and waste water. For this purpose extremely low quantities of four individual PAHs have been pre concentrated on polymeric resin and activated carbon. Various organic solvents have been tested as desorption solvents for the removal of PAHs. Recoveries of PAHs on both adsorbents have been evaluated for preconcentration and sample clean up purposes. (author)

  1. Pharmaceuticals in domestic and agricultural waste waters – problem and its solution

    Maršík, Petr; Soudek, Petr; Hudcová, T.; Syrovátka, J.; Vaněk, Tomáš

    2015-01-01

    Roč. 10, č. 3 (2015), s. 564-572. ISSN 1751-231X R&D Projects: GA ČR(CZ) GA14-22593S; GA TA ČR TA01020573 Grant ostatní: European Regional Development Fund(XE) CZ.2.16/ 3.1.00/24014 Institutional support: RVO:61389030 Keywords : constructed wetland * pharmaceutical * Phragmites Subject RIV: DJ - Water Pollution ; Quality

  2. Resource recovery from source separated domestic waste(water) streams; full scale results.

    Zeeman, Grietje; Kujawa-Roeleveld, Katarzyna

    2011-01-01

    A major fraction of nutrients emitted from households are originally present in only 1% of total wastewater volume. New sanitation concepts enable the recovery and reuse of these nutrients from feces and urine. Two possible sanitation concepts are presented, with varying degree of source separation leading to various recovery products. Separate vacuum collection and transport followed by anaerobic treatment of concentrated black water (BW) demonstrated on a scale of 32 houses preserve 7.6 g/N/p/d and 0.63 gP/p/d amounting to respectively 69 and 48% of the theoretically produced N and P in the household, and 95% of the retained P was shown to be recoverable via struvite precipitation. Reuse of the anaerobic sludge in agriculture can substantially increase the P recovery. Energy recovery in the form of biogas from anaerobic digestion of concentrated BW, fits well in new concepts of sustainable, zero energy buildings. Nutrient recovery from separately collected urine lowers the percentage of nutrient recovery in comparison with BW but can, on the other hand, often be implemented in existing sanitation concepts. Theoretically 11gN/p/d and 1.0 g P/p/d are produced with urine, of which 38-63 and 34-61% were recovered in practice on a scale of 8-160 inhabitants in Sweden. New sanitation concepts with resource recovery and reuse are being demonstrated worldwide and more and more experience is being gained. PMID:22105119

  3. Study of water recovery and solid waste processing for aerospace and domestic applications. Volume 2: Final report

    Guarneri, C. A.; Reed, A.; Renman, R. E.

    1972-01-01

    The manner in which current and advanced technology can be applied to develop practical solutions to existing and emerging water supply and waste disposal problems is evaluated. An overview of water resource factors as they affect new community planning, and requirements imposed on residential waste treatment systems are presented. The results of equipment surveys contain information describing: commercially available devices and appliances designed to conserve water; devices and techniques for monitoring water quality and controlling back contamination; and advanced water and waste processing equipment. System concepts are developed and compared on the basis of current and projected costs. Economic evaluations are based on community populations of from 2,000 to 250,000. The most promising system concept is defined in sufficient depth to initiate detailed design.

  4. Experience on domestic waste segregation in Ghana

    Osei Bonsu Patterson

    2013-01-01

    Pollution from domestic wastes is a major environmental challenge in Ghana and many developing countries. Most of these countries depend almost entirely on landfills for waste management, which has proved to be expensive, inefficient and unsustainable. A sustainable solution to this problem is productive use of waste such as recycling. The main challenge that may limit recycling in Ghana and some of these countries is that a chunk of the wastes are littered on the environment, and the rest is...

  5. Study of water recovery and solid waste processing for aerospace and domestic applications. Volume 1: Final report summary

    Guarneri, C. A.; Reed, A.; Renman, R. E.

    1972-01-01

    This study of water reclamation and waste disposal is directed toward a more efficient utilization of natural resources. From an ecological standpoint improved methods of land use, water processing equipment, and ideal population profiles are investigated. Methods are described whereby significant reduction in water usage can be achieved by the adoption of presently available and practically applied technological concepts. Allowances are made for social, natural, and economic contingencies which are likely to occur up to the year 2000.

  6. Domestic wash water reclamation

    Hall, J. B., Jr.; Batten, C. E.; Wilkins, J. R.

    1974-01-01

    System consists of filtration unit, reverse-osmosis module, tanks, pumps, plumbing, and various gauges, meters, and valves. After water is used in washing machine or shower, it is collected in holding tank. Water is pumped through series of five particulate filters. Pressure tank supplies processed water to commode water closet.

  7. Experience on domestic waste segregation in Ghana

    Osei Bonsu Patterson

    2013-06-01

    Full Text Available Pollution from domestic wastes is a major environmental challenge in Ghana and many developing countries. Most of these countries depend almost entirely on landfills for waste management, which has proved to be expensive, inefficient and unsustainable. A sustainable solution to this problem is productive use of waste such as recycling. The main challenge that may limit recycling in Ghana and some of these countries is that a chunk of the wastes are littered on the environment, and the rest is collected in bulk in the same waste bin, thereby mixing them. The cost of collecting littered wastes, or separating mixed wastes could be prohibitive, making recycling uneconomical. In order to productively utilize wastes, adequate and separate waste bins must be provided for collecting the different components of wastes. However, budgetary constraints may not allow many countries to purchase expansive waste bins for the different components of wastes. Consequently, a simple waste bin, comprising a metal frame on which polypropylene sack (pp-sack can be hanged to collect inorganic wastes has been developed by the author. The waste bin (new bin can be manufactured industrially using plastic or fabricated by local artisans at an affordable price. This document describes the new bin. Experience in collecting organic and inorganic wastes generated in a house in separate waste bins (waste segregation for the past 16 years is also highlighted.

  8. Domestic Waste Disposal Practice of Sylhet City

    Md. Tauhid-Ur-Rahman

    2006-01-01

    This study focuses the analysis of current practices of household waste disposal, problems faced by the residents during waste disposal and their views for improvement of the waste management system. However, it has been found that traditional concepts and technologies usually adopted in waste collection is becoming insufficient and ineffective causing more than half of the generated wastes (44%) remain uncollected and disposed of locally, which results in adverse impacts like water pollution...

  9. Quantifying Urban Water Subsidies with Hydrological Tracers of Domestic Water

    Bain, D. J.; Sikora, M. T.; Wozniak, E.; Fisher, K. R.; Carr, J.; Elliott, E. M.

    2011-12-01

    Connections between urban hydrological systems and human water infrastructure are well established. Interactions between these systems occur at a wide range of scales, from large inter-basin transfers to individual leaking pipes. However, much of the interest in these connections arises from practical considerations, for example, substantially altered in-stream flow or the presence/absence of sewage in surface water systems. Less recognized is that in smaller urban catchments, daily water flux through human water distribution systems is often much larger than low flow surface water flux from the catchment. As infrastructure ages and cross-connections grow, transfers from the substantial human fluxes to the catchment will increasingly subsidize urban water budgets. Tools for quantifying the contribution of this subsidy to urban hydrological systems can clarify both practical questions for urban managers and our understanding of flow generation in catchments. Stream water chemistry from a multi-year sampling campaign in Nine Mile Run (Pittsburgh, PA) is used to examine potential hydrological tracers of human domestic water. In particular, we examine the use of fluoride added in precise quantities as a dental health supplement as a tracer of human domestic water (e.g., drinking and waste water). While fluoride is not necessarily a conservative tracer, equilibrium reactions governing fluoride solubility generally require substantially higher cationic concentrations than those observed in surface water chemistry. Further, during periods where human subsidies dominate (e.g., water line breaks or hydrant flushes discharging to the stream) fluoride concentrations generally approach the concentration added to domestic water. We use multiple modeling approaches to demonstrate the appropriateness of fluoride as a tracer, infer contributions of human domestic water to the hydrologic budget, and explore fluoride dynamics in the Nine Mile Run basin. A fluoride tracer is particularly exciting due to applicability in a large number of urban systems fluoridating drinking waters and due to robust, high-frequency measurement capacity via off-the-shelf drinking water treatment technologies.

  10. Characterization of an Am-Be PGNAA set-up developed for in situ liquid analysis: Application to domestic waste water and industrial liquid effluents analysis

    A prompt gamma neutron activation analysis (PGNAA) set-up with an Am-Be source developed for in situ analysis of liquid samples is described. The linearity of its response was tested for chlorine and cadmium dissolved in water. Prompt gamma efficiency of the system has been determined experimentally using prompt gamma of chlorine dissolved in water and detection limits for different elements have been derived for domestic waste water. A methodology to analyze any kind of liquid is then proposed. This methodology consists mainly on using standards with water as bulk or in the case of absolute method, to use gamma efficiency determined with prompt gammas emitted by chlorine dissolved in water. To take into account the thermal neutron flux variations inside the samples, flux monitoring was carried out using a He-3 neutron detector placed at the external sample container surface. Finally, to correct for the differences in gamma attenuation, average gamma attenuations factors were calculated using MCNP5 code. This method was then checked successfully by determining cadmium in industrial phosphoric acid and our result was in good agreement with that obtained with inductively coupled plasma (ICP) method.

  11. Water And Waste Water Processing

    This book shows US the distribution diagram of water and waste water processing with device of water processing, and device of waste water processing, property of water quality like measurement of pollution of waste water, theoretical Oxygen demand, and chemical Oxygen demand, processing speed like zero-order reactions and enzyme reactions, physical processing of water and waste water, chemical processing of water and waste water like neutralization and buffering effect, biological processing of waste water, ammonia removal, and sludges processing.

  12. Domestic Waste Disposal Practice of Sylhet City

    Md. Tauhid-Ur-Rahman

    2006-01-01

    Full Text Available This study focuses the analysis of current practices of household waste disposal, problems faced by the residents during waste disposal and their views for improvement of the waste management system. However, it has been found that traditional concepts and technologies usually adopted in waste collection is becoming insufficient and ineffective causing more than half of the generated wastes (44% remain uncollected and disposed of locally, which results in adverse impacts like water pollution, drainage congestion and finally, the degradation of the overall urban environment.

  13. Drinking Water Temperature Modelling in Domestic Systems

    Moerman, A.; Blokker, M.; Vreeburg, J.; J. P. van der Hoek

    2014-01-01

    Domestic water supply systems are the final stage of the transport process to deliver potable water to the customers’ tap. Under the influence of temperature, residence time and pipe materials the drinking water quality can change while the water passes the domestic drinking water system. According to the Dutch Drinking Water Act the drinking water temperature may not exceed the 25 °C threshold at point-of-use level. This paper provides a mathematical approach to model the heating of drinking...

  14. Domestic smoke detectors - a radioactive waste problem

    A common form of domestic smoke detector is the ionization chamber smoke detector. A small radioactive source provides the ionization and when smoke enters the sensitive volume the change in voltage is sensed electronically. The use of domestic ionization chamber smoke detectors is widespread and is recommended by fire authorities and insurance companies. That one million such detectors were imported into New South Wales in 1994 is an indication of the numbers involved. The typical radioactive source in a domestic smoke detector is Am 241, which is regarded as one of the more hazardous radionuclides. If it is such a hazardous material, should it be allowed in the normal household without any control? Or, in a smoke detector, is it in a less hazardous form than assumed in the ICRP recommendations and do its benefits outweigh its possible risks? In spite of the apparent hazard of Am 241, the possession of the radioactive source in smoke detectors is generally exempt from any form of regulation. Waste regulations, however, set requirements for the disposal of Am 241 and these regulations can be interpreted as applying to smoke detectors. We appear to have a situation where a home owner can legally purchase any number of smoke detectors but when they fail there are codes of practice that prevent them being disposed of. On the other hand, smoke detectors have a direct life saving function and reports indicate that smoke detectors can reduce both injury and property damage by up to 50%. Do these benefits from the use of smoke detectors compensate for any radiological risk? (author)

  15. Solid domestic wastes as a renewable resource: European experience

    Fridland, V. S.; Livshits, I. M.

    2011-01-01

    Ways in which different types of solid domestic wastes, such as wastepaper, crushed glass, plastics and worn-out tires, can be efficiently included into the production, raw-material, and energy balances of the national economy are shown taking Germany and other European countries an example. Methods for recycling these solid domestic wastes and application fields of the obtained products are discussed.

  16. Waste water treatment by flotation

    Camelia Badulescu

    2005-11-01

    Full Text Available The flotation is succesfully applied as a cleaning method of waste water refineries, textile fabrics (tissues, food industry, paper plants, oils plants, etc. In the flotation process with the released air, first of all, the water is saturated with air compressed at pressures between 0,3 – 3 bar, followed by the relaxed phenomenon of the air-water solution in a flotation cell with slowly flowing. The supersaturation could be applied in the waste water treatment. In this case the waste water, which is in the atmospheric equilibrum, is introduced in a closed space where the depression is 0,3 – 0,5 bar. Our paper presents the hypobaric flotation cell and the technological flow of cleaning of domestic waste waters

  17. Occurrence and removal of butyltin compounds in a waste stabilisation pond of a domestic waste water treatment plant of a rural French town.

    Sabah, A; Bancon-Montigny, C; Rodier, C; Marchand, P; Delpoux, S; Ijjaali, M; Tournoud, M-G

    2016-02-01

    The aim of this study was to investigate the fate and behaviour of butyltin pollutants, including monobutyltin (MBT), dibutylin (DBT), and tributyltin (TBT), in waste stabilisation ponds (WSP). The study was conducted as part of a baseline survey and included five sampling campaigns comprising bottom sludge and the water column from each pond from a typical WSP in France. Butyltins were detected in all raw wastewater and effluents, reflecting their widespread use. Our results revealed high affinity between butyltins and particulate matter and high accumulation of butyltins in the sludge taken from anaerobic ponds. The dissolved butyltins in the influent ranged from 21.5 to 28.1 ng(Sn).L(-1) and in the effluent, from 8.8 to 29.3 ng(Sn).L(-1). The butyltin concentrations in the sludge ranged from 45.1 to 164 and 3.6-8.1 ng(Sn).g(-1) respectively in the first and last ponds. Our results showed an average treatment efficiency of 71% for MBT, 47% for DBT, 55% for TBT. Laboratory sorption experiments enabled the calculation of a distribution coefficient (Kd = 75,000 L.kg-1) between TBT and particulate matter from the WSPs. The Kd explained the accumulation and persistence of the TBT in the sludge after settling of particulate matter. The continuous supply of contaminated raw wastewater and the sorption-desorption processes in the ponds led to incomplete bio- and photolytic degradation and to the persistence of butyltins in dissolved and particulate matrices throughout the survey period. It is thus recommended to use shallow ponds and to pay particular attention when sludge is used for soil amendment. PMID:26624956

  18. Water-Using Equipment: Domestic

    Solana, Amy E.; Mcmordie, Katherine

    2006-01-24

    Water management is an important aspect of energy engineering. This article addresses water-using equipment primarily used for household purposes, including faucets, showers, toilets, urinals, dishwashers, and clothes washers, and focuses on how the equipment can be optimized to save both water and energy. Technology retrofits and operation and maintenance changes are the primary methods discussed for water and energy conservation. Auditing to determine current consumption rates is also described for each technology.

  19. Application of SBR technology for domestic waste water treatment; Aplicacion de la tecnologia SBR para el tratamiento de aguas residuales domesticas

    Mace, S.; Mata-Alvarez, J.

    2001-07-01

    The objective of the present study is to give an overall vision of SBR (Sequencing Batch Reactors) technology as an alternative way for treating domestic and municipal wastewaters. This technology has been gaining popularity through years, mainly due to its single-tank design and the ease of its automation. There are a lot of cases in literature dealing with the treatment of this kind of effluents with this technology, whether a lab-scale, pilot scale or industrial scale. Thus, this paper includes relevant experiments found in literature concerning domestic wastewater treatment. There is also a special attention given to an application that has been studied recently: the use of this technology in wastewater treatment plants, concretely for the treatment of the reject water found after anaerobic digesters, which contains high concentrations of ammoniacal nitrogen. (Author)

  20. System of domestic waste recycling in CR and its effectiveness

    Mládková, Anna

    2014-01-01

    This thesis is about domestic waste recycling in the Czech Republic. The literature review explains how the recycling of the main components of domestic waste works in general and specifically in the CR. The organisation of the recycling and its facilities within the CR are analysed including the accessibility, utility, policies and rules of the system in general. The second part of the theoretical background speaks about the economic theories describing the consumers’ behaviour concerning re...

  1. Environmental and energy aspects of disposal of solid domestic waste

    Fridland, V. S.; Shchegol'Kova, N. M.

    2008-12-01

    The problem associated with disposal of solid waste are analyzed. The modern approach used at the plant in Düsseldorf (Germany) for solving the garbage incineration problem is taken as one example. Some proposals for disposing of solid domestic waste in Russia are given.

  2. Tertiary Treated Waste water as a Promising Alternative for Potable Water for Non-Contact Domestic Use. CaseStudy:RiqqaWastewaterTreatmentPlant

    Munther I. Almatouq,

    2015-06-01

    Full Text Available WatersecurityisavitalissueinaridcountrieslikeKuwait,wheredesalinatedwateristhe solesupplyoffresh water.Thispaper isacontributiontotheongoingefforts towardsrationalizationin potablewater consumption.In addition,itdiscusses therole of high-quality effluent water, from wastewater treatment plants in Kuwait, as a potential replacementfor potable water for non-contact domesticapplications as a oneway in savingin thisvaluablecommodity.

  3. Tertiary Treated Waste water as a Promising Alternative for Potable Water for Non-Contact Domestic Use. CaseStudy:RiqqaWastewaterTreatmentPlant

    Munther I. Almatouq,; AbdullaM.Taha

    2015-01-01

    WatersecurityisavitalissueinaridcountrieslikeKuwait,wheredesalinatedwateristhe solesupplyoffresh water.Thispaper isacontributiontotheongoingefforts towardsrationalizationin potablewater consumption.In addition,itdiscusses therole of high-quality effluent water, from wastewater treatment plants in Kuwait, as a potential replacementfor potable water for non-contact domesticapplications as a oneway in savingin thisvaluablecommodity.

  4. Characteristics and management of domestic waste in the rural area of Southwest China.

    Han, Zhiyong; Liu, Dan; Lei, Yunhui; Wu, Jing; Li, Shulan

    2015-01-01

    With its rapid development, the rural area of Southwest China has been puzzled by the waste management problem, especially for increasing solid waste and water pollution from the domestic waste. Therefore, in order to efficiently and effectively manage the domestic waste in the rural area of Southwest China, 22 villages were selected randomly to analyse the characteristics of domestic waste, the influence factors of characteristics and resident's willingness of participation in domestic waste management by questionnaires, field samplings and laboratory tests. The results of the rural area of Southwest China indicated that the generation of domestic waste was 178 g d(-1) per capita and it was mainly composed of kitchen waste, inert waste, plastics and paper with a total proportion of 81.98%. The waste bulk density, moisture, ash, combustible and lower calorific value were 107 kg m(-3), 37.04%, 25.73%, 37.23% and 8008 kJ kg(-1), respectively. These characteristics were influenced by the topography, the distance from towns or cities, the villagers' ethnicities and income sources to some extent. Moreover, the distance of 50-800 m between each collection facility and the disposal fee of around ¥5.00 per household per month could be accepted. The working hours of participation in waste management is suggested as 5 hours per day with the income of ¥1000 per capita per month. Based on the outcome of this survey, a waste management system consisting of classified collection, centralised treatment and decentralised treatment was proposed. It is important to ensure financial viability and practical considerations of this system. PMID:25423957

  5. Domestic waste disposal practice and perceptions of private sector waste management in urban Accra

    Yoada, Ramatta Massa; Chirawurah, Dennis; Adongo, Philip Baba

    2014-01-01

    Background Waste poses a threat to public health and the environment if it is not stored, collected, and disposed of properly. The perception of waste as an unwanted material with no intrinsic value has dominated attitudes towards disposal. This study investigates the domestic waste practices, waste disposal, and perceptions about waste and health in an urban community. Methods The study utilised a mixed-method approach. A cross-sectional survey questionnaire and in-depth interview were used ...

  6. Exothermic hydrogen production system in supercritical water from biomass and usual domestic wastes with an exploitation of RuO2 catalyst

    This paper deals with a method of producing hydrogen from biomass and sewage disposals in supercritical water by use of ruthenium dioxides as a catalyst. Experiments were carried out under argon atmosphere with a batch reactor made of INCONEL625. Reaction temperatures and pressures were changed in the ranges of 400-500degC and 30-50 MPa, respectively. The gas produced was quantitatively analyzed by online gas chromatography. In conclusion, considerably high ratios of hydrogen up to 38.5% were produced from the sewage disposals. This value was even higher than the hydrogen production ratios from other biomass: 15.0% from cellulose, 14.1% from pulp, 16.0% from waste paper, and 27.0% from paper sludge. The heat balance was calculated in the present reaction system using ruthenium oxide as the catalyst in supercritical water for the reaction of naphthalene and cellulose. The result showed that the total reaction was exothermic. This is rather surprising, because most of the hydrogen forming reactions are endothermic. The present result should be due to the excess heat derived by the partial formation of carbon dioxide. (author)

  7. Domestic rooftop water harvesting (DRWH- A case study

    Arun Kumar Dwivedi

    2009-08-01

    Full Text Available Although water is as important for survival of human being as much as food, air etc., but hardly any attention is paid for its economical use and conservation of this precious resource. Due to indiscriminate pumping of ground water, the water table is going down abnormally and if the problem is not given a serious look, then the future generations may have to face severe crisis of water. Rains are the main source of water and if rain water is harvested, the scarcity of water can be eliminated altogether. This is an ideal solution of water problem where there is inadequate groundwater supply quantitatively and qualitatively and surface sources are either lacking or insignificant. Rain water is bacteriologically pure, free from organic matter and soft in nature. In urban areas, rain water available from rooftop of buildings, paved and unpaved areas goes waste. This water can be stored in tank and can be used directly and also indirectly by diverting to recharge the aquifers through existing GW tapping arrangements and thereafter can be utilized gainfully at the time of need. The paper aims towards the development of the framework for domestic rooftop harvesting for drinking water. The paper is based on the analysis of survey record of around 50 houses of different rooftop areas of peri-urban area of Dhule city. The estimation of the appropriate size of the water tanks & their costs required to fulfill the annual drinking water demand through DRWH from rooftop of different areas are done. A mathematical equation expressing the relationship between the required size of water tank and different rooftop areas is developed. The DRWH systems for all houses are designed considering the existing rain water outlets and cost estimation for each individual house is done. A cost model expressing the relationship between rooftop area and cost of DRWH system is developed.

  8. Concrete Production Using Technogenical, Constructional and Domestic Waste

    Marija Vaičienė

    2011-04-01

    Full Text Available The article describes investigations carried out by the scientists from various countries in order to improve the physical and mechanical properties of concrete. The grained rubber of tyres, modified sawdust, crushed ceramic bricks, plastic waste and remains of glass are utilised to produce concrete mixtures. The results of research conducted by the scientists show that in the process of producing concrete we can use different types of waste to change natural aggregates and to get concrete with specific properties. Currently, waste handling and utilization are burning ecological problems. Therefore, intensive investigations are carried out in order to utilise technogenical, constructional and domestic waste for concrete mixtures. Article in Lithuanian

  9. Quantifying the transport impacts of domestic waste collection strategies

    This paper models the effects of three different options for domestic waste collection using data from three Hampshire authorities: (i) joint working between neighbouring waste collection authorities; (ii) basing vehicles at waste disposal sites; and (iii) alternate weekly collection of residual waste and dry recyclables. A vehicle mileage savings of 3% was modelled for joint working, where existing vehicle allocations to depots were maintained, which increased to 5.9% when vehicles were re-allocated to depots optimally. Vehicle mileage was reduced by 13.5% when the collection rounds were based out of the two waste disposal sites rather than out of the existing depots, suggesting that the former could be the most effective place to keep vehicles providing that travel arrangements for the crews could be made. Alternate weekly collection was modelled to reduce vehicle mileage by around 8% and time taken by 14%, when compared with a typical scenario of weekly collection of residual and fortnightly collection of recyclable waste. These results were based on an assumption that 20% of the residual waste would be directly diverted into the dry recyclables waste stream

  10. Treatment of waste water

    In Takasaki-JAERI, studies on the radiation treatment of waste water have been continued in several aspects, i.e. (1) refractory compounds in industrial waste water may be treated by radiation, (2) utilization of a powerful electron accelerator may improve the economics and (3) combination of radiation processing with a conventional technique may improve the efficiency. The results are reviewed on these lines in this paper, though the future application may be in the combination of all the aspects. (author)

  11. Accounting for Water Insecurity in Modeling Domestic Water Demand

    Galaitsis, S. E.; Huber-lee, A. T.; Vogel, R. M.; Naumova, E.

    2013-12-01

    Water demand management uses price elasticity estimates to predict consumer demand in relation to water pricing changes, but studies have shown that many additional factors effect water consumption. Development scholars document the need for water security, however, much of the water security literature focuses on broad policies which can influence water demand. Previous domestic water demand studies have not considered how water security can affect a population's consumption behavior. This study is the first to model the influence of water insecurity on water demand. A subjective indicator scale measuring water insecurity among consumers in the Palestinian West Bank is developed and included as a variable to explore how perceptions of control, or lack thereof, impact consumption behavior and resulting estimates of price elasticity. A multivariate regression model demonstrates the significance of a water insecurity variable for data sets encompassing disparate water access. When accounting for insecurity, the R-squaed value improves and the marginal price a household is willing to pay becomes a significant predictor for the household quantity consumption. The model denotes that, with all other variables held equal, a household will buy more water when the users are more water insecure. Though the reasons behind this trend require further study, the findings suggest broad policy implications by demonstrating that water distribution practices in scarcity conditions can promote consumer welfare and efficient water use.

  12. A Benchmarking System for Domestic Water Use

    Dexter V. L. Hunt

    2014-05-01

    Full Text Available The national demand for water in the UK is predicted to increase, exacerbated by a growing UK population, and home-grown demands for energy and food. When set against the context of overstretched existing supply sources vulnerable to droughts, particularly in increasingly dense city centres, the delicate balance of matching minimal demands with resource secure supplies becomes critical. When making changes to "internal" demands the role of technological efficiency and user behaviour cannot be ignored, yet existing benchmarking systems traditionally do not consider the latter. This paper investigates the practicalities of adopting a domestic benchmarking system (using a band rating that allows individual users to assess their current water use performance against what is possible. The benchmarking system allows users to achieve higher benchmarks through any approach that reduces water consumption. The sensitivity of water use benchmarks are investigated by making changes to user behaviour and technology. The impact of adopting localised supplies (i.e., Rainwater harvesting—RWH and Grey water—GW and including "external" gardening demands are investigated. This includes the impacts (in isolation and combination of the following: occupancy rates (1 to 4; roof size (12.5 m2 to 100 m2; garden size (25 m2 to 100 m2 and geographical location (North West, Midlands and South East, UK with yearly temporal effects (i.e., rainfall and temperature. Lessons learnt from analysis of the proposed benchmarking system are made throughout this paper, in particular its compatibility with the existing Code for Sustainable Homes (CSH accreditation system. Conclusions are subsequently drawn for the robustness of the proposed system.

  13. Tritium distribution in leachates from domestic solid waste landfills

    It is for the purpose of investigating the tritium distribution in the leachates, the raw and treated leachates and the condensates of the methane gas, which have occurred from domestic solid waste landfills. Also it aims to measure the tritium distribution level on the colloid size of the leachates, the raw and treated leachates. It was found that the major inorganic contaminants of the leachates were Na, K, Ca, Mg, NH4+-N and Cl-. The mean tritium level of the raw leachates of the investigated 13 landfill sites for 6 months was 17∼1196 TU. It corresponded to a several scores or hundreds of magnitude higher value than that of the normal environmental sample level except for two landfill sites. Also such a high concentration of the tritium was found in the treated leachates and methane gas condensates as well. Nevertheless it is important to emphasize that the tritium level which was found in this research is about 100 times lower than the tritium limit for the drinking water quality. And most of the tritium existed in the dissolved colloid of the leachate of which the colloid size is below 0.45 μm. Also, according to the tritium analysis results of the leachates after filtration with 0.45μm membrane filter for some landfills, it is likely that some tritium of the leachate would be distributed in a colloid size over 0.45μm. In general the relationship between the tritium and other contaminants in the raw leachate was low, but it was relatively high between the tritium and TOC. However, the tritium content in the leachate had no meaningful relationship with the scale, hydrological characteristics and age of the landfill

  14. Domestic wash-water reclamation using an aerospace-developed water recovery subsystem

    Hall, J. B., Jr.

    1973-01-01

    A prototype aerospace distillation water recovery subsystem was tested to determine its capability to recover potable water from domestic wash water. A total of 0.0994 cu m (26.25 gallons) of domestic wash water was processed over a 7-day period at an average process rate of 0.0146 cu m per day (3.85 gallons per day). The subsystem produced water that met all United States Public Health Standards for drinking water with the exception of two standards which could not be analyzed at the required sensitivity levels. Average energy consumption for this evaluation to maintain both the recovery process and microbial control in the recovered water was approximately 3366 kilowatt-hours per cubic meter (12.74 kilowatt-hours per gallon) of water recovered. This condition represents a worst case energy consumption since no attempt was made to recover heat energy in the subsystem. An ultraviolet radiation cell installed in the effluent line of the subsystem was effective in controlling coliform micro-organisms within acceptable levels for drinking water. The subsystem recovered virtually 100 percent of the available water in the waste-water process. In addition, the subsystem removed 99.6 percent and 98.3 percent of the surfactants and phosphate, respectively, from the wash water.

  15. Long-term behavior of domestic waste slags

    Vitrification is one of the envisaged solutions to face French legal requirements related to the solidification/stabilisation of some wastes. It results in glassy or crystallized aluminosilicate and calcium-rich materials which trap heavy metals notably contained by the ashes of purification residues from incineration smokes of domestic wastes. This research thesis addresses the study of the long term behaviour of such materials in order to check that toxic compounds they contain will not be released in the environment so that these materials can become common and even valorised. Four vitrified products have been studied. It appeared that their alteration mechanisms in aqueous phase are close to that of already known natural and artificial silicate materials. Alteration rates depend on material composition and structure on the one hand, and on solution temperature, pH, composition and renewal rate on the other hand. The influence of surrounding materials is also taken into account within the frame of a scenario of use in road construction. Modelling studies are also performed and it appears that the containment of toxic elements contained in vitrified products obtained from domestic waste is sustainable

  16. Reduction of the waste from domestic production of the orange

    The research subject is (reduction of the waste from domestic production of orange) we find there is a lot of wastage after harvest, because the process of packaging, loading, transportation, and store is not adequate. The purpose of this research is to solve this problem of wastage by following a number of steps after harvesting and pre-harvest process. This process is called COLD CHAIN. Cold chain is: cold store in production place, cold vehicles for transportation, cold room in the market, cold car for distribution, cold and freezer refrigerator home. After adopting the cold chain we achieved the following results: orange wastage is reduced, the orange quality improved. (Author)

  17. Toxicity Assessment of Contaminated Soils of Solid Domestic Waste Landfill

    The paper delivers the analysis of an 18-year dynamic pattern of land pollutants concentration in the soils of a solid domestic waste landfill. It also presents the composition of the contaminated soils from different areas of the waste landfill during its operating period. The authors calculate the concentrations of the following pollutants: chrome, nickel, tin, vanadium, lead, cuprum, zinc, cobalt, beryllium, barium, yttrium, cadmium, arsenic, germanium, nitrate ions and petrochemicals and determine a consistent pattern of their spatial distribution within the waste landfill area as well as the dynamic pattern of their concentration. Test-objects are used in experiments to make an integral assessment of the polluted soil's impact on living organisms. It was discovered that the soil samples of an animal burial site are characterized by acute toxicity while the area of open waste dumping is the most dangerous in terms of a number of pollutants. This contradiction can be attributed to the synergetic effect of the polluted soil, which accounts for the regularities described by other researchers

  18. Water: Too Precious to Waste.

    National Geographic World, 1983

    1983-01-01

    Provides background information on many topics related to water. These include the water cycle, groundwater, fresh water, chemical wastes, water purification, river pollution, acid rain, and water conservation. Information is presented at an elementary level. (JM)

  19. Socioeconomic differentials and availability of domestic water in South Africa

    Dungumaro, Esther W.

    The past few decades has seen massive efforts to increasing provision of domestic water. However, water is still unavailable to many people most of them located in sub-Saharan Africa, South Asia and East Asia. Furthermore, availability of water varies greatly both spatially and temporary. While other people pay so dearly for domestic water others have an easy access to adequate clean water and sanitation. Accessibility and affordability of domestic water and sanitation is determined by a great variety of factors including socioeconomic status of households. The main objective of the paper is to inform on factors which need to be taken into account when coming up with projects to provide domestic water. It is more critical when the issue of water pricing comes into the equation. Water pricing has many facets, including equity, willingness to pay and affordability. In this premise, it is deemed important to understand the socioeconomic characteristics of the people before deciding on the amount of money they will have to pay for water consumption. It is argued that understanding people’s socioeconomic situation will greatly help to ensure that principles of sustainability and equity in water allocation and pricing are achieved. To do so, the paper utilized 2002 South Africa General Household Survey (GHS), to analyze socioeconomic variables and availability of domestic water. Analysis was mainly descriptive. However, logistic regression analysis was also utilized to determine the likelihood of living in a household that obtain water from a safe source. The study found that there is a strong relationship between availability of domestic water and socioeconomic conditions. Economic status, household size and to a lesser extent gender of head of household were found to be strong predictors of living in a household which obtained water from a safe source. The paper recommends that needs and priorities for interventions in water provision should take into account socioeconomic status of households.

  20. Assessment of domestic water quality: case study, Beirut, Lebanon.

    Korfali, Samira Ibrahim; Jurdi, Mey

    2007-12-01

    In urban cities, the environmental services are the responsibility of the public sector, where piped water supply is the norm for urban household. Likewise, in Beirut City (capital of Lebanon) official water authorities are the main supplier of domestic water through a network of piping system that leaks in many areas. Beirut City and its suburbs are overpopulated since it is the residence of 1/3 of the Lebanese citizens. Thus, Beirut suffers deficiency in meeting its water demand. Water rationing, as a remedial action, is firmly established since four decades by the Lebanese Water Authorities. Consumers resorted then to private wells to supplement their domestic water needs. Consequently, household water quality is influenced by external factors relating to well water characteristics and internal factors depending on the types of the pipes of the distribution network and cross connections to sewer pipes. These factors could result in chemical and microbial contamination of drinking water. The objective of this study is to investigate domestic water quality variation in Beirut City emerging form the aforementioned factors. The presented work encircles a typical case study of Beirut City (Ras Beirut). Results showed deterioration pattern in domestic water quality. The predicted metal species and scales within the water pipes of distribution network depended on water pH, hardness, sulfate, chloride, and iron. The corrosion of iron pipes mainly depended on Mg hardness. PMID:17380419

  1. Sorting and recycling of domestic waste. Review of occupational health problems and their possible causes

    Poulsen, O M; Breum, N O; Ebbehøj, N; Hansen, Åse Marie; Ivens, U I; van Lelieveld, D; Malmros, P; Matthiasen, L; Nielsen, B H; Nielsen, E M

    1995-01-01

    domestic waste may be associated with exposures to large quantities of airborne bacteria and endotoxin. Several work functions in compost plants can result in very high exposure to airborne fungal spores and thermophilic actinomycetes. At plants sorting separated domestic waste, e.g. the combustible...

  2. Production of biogas from municipal solid waste with domestic sewage

    In this study, experiments were conducted to investigate the production of biogas from municipal solid waste (MSW) and domestic sewage by using anaerobic digestion process. The batch type of reactor was operated at room temperature varying from 26 to 36 deg. C with a fixed hydraulic retention time (HRT) of 25 days. The digester was operated at different organic feeding rates of 0.5, 1.0, 2.3, 2.9, 3.5 and 4.3 kg of volatile solids (VS)/m3 of digester slurry per day. Biogas generation was enhanced by the addition of domestic sewage to MSW. The maximum biogas production of 0.36 m3/kg of VS added per day occurred at the optimum organic feeding rate of 2.9 kg of VS/m3/day. The maximum reduction of total solids (TS) (87.6%), VS (88.1%) and chemical oxygen demand (COD) (89.3%) occurred at the optimum organic loading rate of 2.9 kg of VS/m3/day. The quality of biogas produced during anaerobic digestion process was 68-72%

  3. Municipal waste water treatment

    Negulescu, M.

    1986-01-01

    Population growth and industrial development makes the efficient treatment of municipal waste water of vital concern. This book describes the design of treatment processes which have proved to be most effective, including skimming tanks with corrugated plates or circular tubes, and package treatment units (grit removal - skimming tanks, activated sludge - secondary settling tanks). For each of the processes described, the author gives relevant information concerning the design and operation of the equipment. Examples of design calculations are provided.

  4. Waste Water Treatment

    Kumaraswamy, Mohan

    2002-01-01

    One element of the CIVCAL project Web-based resources containing images, tables, texts and associated data of the Waste Water Treatment. This site is developed to provide information on wastewater engineering, including features such as basic concepts of wastewater treatment and an introduction to wastewater treatment systems and equipment. A virtual site visit to the three major Hong Kong Sewage Treatment Plants at Shatin, Stonecutters Island and Stanley is provided.

  5. Effect of Domestic Waste Leachates on Quality Parameters of Groundwater

    John Jiya MUSA

    2014-01-01

    Water is an elixir of life. Percolating groundwater provides a medium through which wastes particularly organics can undergo degradation into simpler substances through biochemical reactions involving dissolution, hydrolysis, oxidation and reduction processes. Ground water samples in and around dumpsite and landfills located in Kubuwa were studied to assess the effect of wastewater leachates on groundwater resources in the particular area. Groundwater samples were collected from 5 different b...

  6. Fixed-biofilm reactors applied to waste water treatment and aquacultural water recirculating systems.

    Bovendeur, J.

    1989-01-01

    Fixed-biofilm waste water treatment may be regarded as one of the oldest engineered biological waste water treatment methods. With the recent introduction of modern packing materials, this type of reactor has received a renewed impuls for implementation in a wide field of water treatment.In this thesis the possibilities are presented for fixed-film post-treatment of anaerobically digested domestic sewage and water reconditioning in aquacultural water recirculation systems. Emphasis is put on ...

  7. The domestic wastes incinerators; Les incinerateurs d'ordures menegares: quels risques? quelles politiques?

    NONE

    2004-10-01

    This document presents the opinion of the Committee of Prevention and Precaution (CPP), on the domestic wastes incinerators, in the framework of the global wastes policy. The seven chapters detail and bring advices on the following topics: the elements which are going in and out of the incinerators, the technical processes, the occupational activities and the risks bound to the incinerators use, the transfer modes towards the different environmental areas, the exposure estimation, the risks of people living near the domestic wastes incinerators compared to the other concerning a cancer development, the legislation concerning the domestic wastes and the social acceptability of the incinerators. (A.L.B.)

  8. Municipal solid waste generation in municipalities: Quantifying impacts of household structure, commercial waste and domestic fuel

    Waste management planning requires reliable data concerning waste generation, influencing factors on waste generation and forecasts of waste quantities based on facts. This paper aims at identifying and quantifying differences between different municipalities' municipal solid waste (MSW) collection quantities based on data from waste management and on socio-economic indicators. A large set of 116 indicators from 542 municipalities in the Province of Styria was investigated. The resulting regression model included municipal tax revenue per capita, household size and the percentage of buildings with solid fuel heating systems. The model explains 74.3% of the MSW variation and the model assumptions are met. Other factors such as tourism, home composting or age distribution of the population did not significantly improve the model. According to the model, 21% of MSW collected in Styria was commercial waste and 18% of the generated MSW was burned in domestic heating systems. While the percentage of commercial waste is consistent with literature data, practically no literature data are available for the quantity of MSW burned, which seems to be overestimated by the model. The resulting regression model was used as basis for a waste prognosis model (Beigl and Lebersorger, in preparation).

  9. Waste water filtration enhancement

    Martin, H.L.

    1989-01-01

    Removal of submicron particles from process solutions and waste water is now economically achievable using a new Tyvek{reg sign} media in conventional filtration equipment. This new product greatly enhances filtration and allows use of the much improved filter aids and polymers which were recently developed. It has reduced operating costs and ensures a clean effluent discharge to the environment. This significant technical development is especially important to those who discharge to a small stream with low 7Q10 flow and must soon routinely pass the Toxicity tests that are being required by many States for NPDES permit renewal. The Savannah River Plant produces special nuclear materials for the US Government. Aluminum forming and metal finishing operations in M-Area, that manufacture fuel and target assemblies for the nuclear reactors, discharge to a waste water treatment facility using BAT hydroxide precipitation and filtration. The new Tyvek{reg sign} media and filter aids have achieved 55% less solids in the filtrate discharged to Tims Branch Creek, 15% less hazardous waste (dry filter cake), 150%-370% more filtration capacity, 74% lower materials purchase cost, 10% lower total M-Area manufacturing cost, and have improved safety. Performance with the improved polymers is now being evaluated.

  10. Distribution of coliform bacteria in waste water

    Dau Lal Bohra

    2012-02-01

    Full Text Available Biological activity of water can be apparently judged by the colonization of bacteria (microbes. In order to find out the extent of pollution and the relationship between inorganic matters and microbiota, a quantitative and qualitative analysis of bacteria in various types of sewage waters, namely sewage water by the residential colonies (group I, industrial waste water (group II, sewage treatment hub (group III, unorganized collected waste water (group IV and old residential waste collection center (group V, of Bikaner city (Rajasthan, India was carried out from February, 2010 to May, 2010. Water samples were taken from surface only owing to low depth and investigated for various abiotic factors (viz. transparency, pH, carbonate, bicarbonate, total alkalinity, total hardness, salinity, chloride, calcium, magnesium, sulphate, nitrate, silica, and inorganic phosphorous and biotic factors (viz. number and diversity of bacteria. The domestic sewage water causes major water borne diseases basing upon Total Bacterial Count (TBC and coliform Count (CC. The coliform count in the present study ranged from 2.5 to 5.12 MPN/mL. Comparision of microbial population in sewage water from all different Groups was done and the higher values of TBC and CC were recorded only in Sewage treatement hub (Group III.

  11. Solar domestic water heating performance test program: interim report

    Auris, R.H.; Draving, W.J.

    1981-01-01

    Several solar domestic water heating systems were installed and tested to evaluate the performance characteristics and cost effectiveness of the commercially available equipment, evaluate the distributor's/contractor's readiness and expertise in the design and installation of effective solar-thermal systems, and to determine the maintenance requirements of solar domestic water heating systems and their associated costs. The systems' thermal performance and reliability are evaluated and cost effectiveness and market potential are determined. The instrumentation used in the test is briefly described. (LEW)

  12. Development of automated information system for domestic waste logistics management (by the example of Apatity town

    Ladik A. S.

    2016-03-01

    Full Text Available A software system for management information support of domestic waste logistics (by the example of Apatity town has been developed for management information support efficiency enhancement of domestic waste collection and transportation processes in the municipal systems subject to hygiene and sanitary norms and standards. The system is implemented as an interactive multilogic web-service. The system provides computational procedure execution of financial expenditure and ecological damage in the issue of domestic waste collection and transportation and environmental risk minimization on the basis of proposed algorithms for automated synthesis of adaptive journey routes in comparison with existing prototypes

  13. Sludge accumulation and conversion to methane in a septic tank treating domestic wastewater or black water.

    Elmitwalli, Tarek

    2013-01-01

    Although the septic tank is the most applied on-site system for wastewater pre-treatment, limited research has been performed to determine sludge accumulation and biogas production in the tank. Therefore a dynamic mathematical model based on the Anaerobic Digestion Model No. 1 (ADM1) was developed for anaerobic digestion of the accumulated sludge in a septic tank treating domestic wastewater or black water. The results showed that influent chemical oxygen demand (COD) concentration and hydraulic retention time (HRT) of the tank mainly control the filling time with sludge, while operational temperature governs characteristics of the accumulated sludge and conversion to methane. For obtaining stable sludge and high conversion, the tank needs to be operated for a period more than a year without sludge wasting. Maximum conversion to methane in the tank is about 50 and 60% for domestic wastewater and black water, respectively. The required period for sludge wasting depends on the influent COD concentration and the HRT, while characteristics of the wasted sludge are affected by operational temperature followed by the influent COD concentration and the HRT. Sludge production from the tank ranges between 0.19 to 0.22 and 0.13 to 0.15 L/(person.d), for the domestic wastewater and black water, respectively. PMID:23985530

  14. Preliminary ECLSS waste water model

    Carter, Donald L.; Holder, Donald W., Jr.; Alexander, Kevin; Shaw, R. G.; Hayase, John K.

    1991-01-01

    A preliminary waste water model for input to the Space Station Freedom (SSF) Environmental Control and Life Support System (ECLSS) Water Processor (WP) has been generated for design purposes. Data have been compiled from various ECLSS tests and flight sample analyses. A discussion of the characterization of the waste streams comprising the model is presented, along with a discussion of the waste water model and the rationale for the inclusion of contaminants in their respective concentrations. The major objective is to establish a methodology for the development of a waste water model and to present the current state of that model.

  15. Design package for solar domestic hot water system

    None

    1980-09-01

    Information used to evaluate the initial design of the Elcam, Inc., Solar Domestic Hot Water System is presented. Included are such items as the system performance specification, detailed design drawings and other information. Elcam, Inc., has developed two solar heated prototype hot water systems and two heat exchangers. The hot water systems consist of the following subsystems: collector, storage, control, transport, auxiliary energy, and government-furnished Site Data Acquisition. The two systems are installed at Tempe, Arizona, and San Diego, California.

  16. Fibre reinforced concrete using domestic waste plastics as fibres

    R. Kandasamy

    2011-03-01

    Full Text Available Fibre Reinforced Concrete (FRC is a composite material consisting of cement based matrix with an ordered or random distribution of fibre which can be Steel, Nylon, Polythene etc. The addition of steel fibre increases the properties of concrete, viz., flexural strength, impact strength and shrinkage properties to name a few. A number of papers have already been published on the use of steel fibres in concrete and a considerable amount of research has been directed towards studying the various properties of concrete as well as reinforced concrete due to the addition of steel fibres. Hence, an attempt has been made in the present investigations to study the influence of addition of polythene fibers (domestic waste plastics at a dosage of 0.5% by weight of cement. The properties studied include compressive strength and flexural strength. The studies were conducted on a M20 mix and tests have been carried out as per recommended procedures of relevant codes. The results are compared and conclusions are made.

  17. Solid Wastes and Water Quality.

    DeWalle, F. B.; Chian, E. S. K.

    1978-01-01

    Presents a literature review of solid wastes and water quality, covering publications of 1976-77. This review covers areas such as: (1) environmental impacts and health aspects for waste disposal, and (2) processed and hazardous wastes. A list of 80 references is also presented. (HM)

  18. A waste-free thermal power station firing domestic wastes with the use of new combustion technology

    Purim, V. R.

    2009-11-01

    Factors causing an extremely negative situation with respect to the environment in cities of Russia that has been created continuously over the last 40 years by numerous storage sites of domestic wastes, which at the same time are a considerable resource of renewable (inexhaustible) fuel, are considered. A combustion theory for multicomponent and high-moisture domestic wastes as nontraditional fuel is developed, and technology for their thermal reprocessing is developed on the basis of this theory.

  19. Ecological and economical importance of waste water treatment

    Alias, Naser Ibraheem

    2011-01-01

    Water resources were one of the environmental factors which reacted with ocean, affected by climatic, geological changes, pollution phenomenon, all water in nature component suspended dissolved matter in different quantity, that waste water in every kinds as domestic, industrial, agricultural and others contains to additional pollution matter, these were byproducts of human activities, these several wasters caused water pollution, depended this pollution on degree of pollution concentration; ...

  20. Effect of Domestic Waste Leachates on Quality Parameters of Groundwater

    John Jiya MUSA

    2014-02-01

    Full Text Available Water is an elixir of life. Percolating groundwater provides a medium through which wastes particularly organics can undergo degradation into simpler substances through biochemical reactions involving dissolution, hydrolysis, oxidation and reduction processes. Ground water samples in and around dumpsite and landfills located in Kubuwa were studied to assess the effect of wastewater leachates on groundwater resources in the particular area. Groundwater samples were collected from 5 different bore-wells in and around relative distances from dumpsites. EC values ranged between 30 and 138 µS/cm, TDS ranged between 95 mg/L and 120 mg/L, SS ranged between 10 and 23 mg/L while that of the evening ranged between 11 and 15 mg/L, nitrate values ranged between 0.18 to 0.80 mg/L for the early morning samples while the late evening samples which ranged between 0.25 and 0.43 mg/L, while concentration of Sulphate in the morning water sample ranged between 168 and 213 mg/L while that of the evening ranged between 20 and 45 mg/L. The government of the Federal Republic of Nigeria should create landfills and dumpsites far away from residential homes and better still recycling plants should be put in place to recycle the various forms of waste products from homes.

  1. Uranium in US surface, ground, and domestic waters. Volume 2

    Drury, J.S.; Reynolds, S.; Owen, P.T.; Ross, R.H.; Ensminger, J.T.

    1981-04-01

    The report Uranium in US Surface, Ground, and Domestic Waters comprises four volumes. Volumes 2, 3, and 4 contain data characterizing the location, sampling date, type, use, and uranium conentrations of 89,994 individual samples presented in tabular form. The tabular data in volumes 2, 3, and 4 are summarized in volume 1 in narrative form and with maps and histograms.

  2. Cooling performance of R510A in domestic water purifiers

    Cooling performance of R510A is examined both numerically and experimentally in an effort to replace HFC134a in the refrigeration system of domestic water purifiers. Although the use of HFC134a is currently dominant, it is being phased out in Europe and most developed countries due to its high potential contribution to global warming. To solve this problem, cycle simulation and experimental measurements are conducted with a new refrigerant mixture of 88%RE170/12%R600a using actual domestic water purifiers. This mixture has been recently numbered and listed as R510A by ASHRAE. Test results show that, due to the small internal volume of the refrigeration system of the domestic water purifiers, system performance with R510A is greatly influenced by the amount of charge. With the optimum charge amount of 20 to 21 g, approximately 50% that of HFC134a, the energy consumption of R510A is 22.3% lower than that of HFC134a. The compressor discharge temperature of R510A is 3.7 .deg. C lower than that of HFC134a at the optimum charge. Overall, R510A, a new, long term, and environmentally safe refrigerant, is a good alternative for HFC134a. Furthermore, it requires only minor changes in the refrigeration system of the domestic water purifiers

  3. Uranium in US surface, ground, and domestic waters

    The report Uranium in US Surface, Ground, and Domestic Waters, comprises four volumes. Volumes 2, 3, and 4 contain data characterizing the location, sampling date, type, use, and uranium concentrations of 89,994 individual samples presented in tabular form. The tabular data in volumes 2, 3, and 4 are summarized in volume 1 in narrative form and with maps and histograms

  4. Uranium in US surface, ground, and domestic waters

    Drury, J.S.; Reynolds, S.; Owen, P.T.; Ross, R.H.; Ensminger, J.T.

    1981-04-01

    The report Uranium in US Surface, Ground, and Domestic Waters, comprises four volumes. Volumes 2, 3, and 4 contain data characterizing the location, sampling date, type, use, and uranium concentrations of 89,994 individual samples presented in tabular form. The tabular data in volumes 2, 3, and 4 are summarized in volume 1 in narrative form and with maps and histograms.

  5. Uranium in US surface, ground, and domestic waters. Volume 2

    The report Uranium in US Surface, Ground, and Domestic Waters comprises four volumes. Volumes 2, 3, and 4 contain data characterizing the location, sampling date, type, use, and uranium conentrations of 89,994 individual samples presented in tabular form. The tabular data in volumes 2, 3, and 4 are summarized in volume 1 in narrative form and with maps and histograms

  6. Uranium in US surface, ground, and domestic waters

    The report Uranium in US Surface, Ground, and Domestic Waters comprises four volumes. Volumes 2, 3, and 4 contain data characterizing the location, sampling date, type, use, and uranium concentrations of 89,994 individual samples presented in tabular form. The tabular data in volumes 2, 3, and 4 are summarized in volume 1 in narrative form and with maps and histograms

  7. Waste water treatment by flotation

    Camelia Badulescu; Lorand Toth; Romulus Sarbu

    2005-01-01

    The flotation is succesfully applied as a cleaning method of waste water refineries, textile fabrics (tissues), food industry, paper plants, oils plants, etc. In the flotation process with the released air, first of all, the water is saturated with air compressed at pressures between 0,3 – 3 bar, followed by the relaxed phenomenon of the air-water solution in a flotation cell with slowly flowing. The supersaturation could be applied in the waste water treatment. In this case the waste water, ...

  8. Methane emissions from domestic waste management facilities in Jordan--applicability of IPCC methodology.

    Abdulla, F A; al-Ghazzawi, Z D

    2000-02-01

    In this paper, methane emissions from municipal wastewater treatment plants and municipal solid waste (MSW) landfills in Jordan for 1994 have been estimated using the methodology developed by the Intergovernmental Panel on Climate Change (IPCC). For this purpose, the 14 domestic wastewater treatment plants in the country were surveyed. Generation rates and characterization of MSW components as well as dumping and landfilling practices were surveyed in order to estimate 1994 CH4 emissions from these sites. Locally available waste statistics were used in cases where those of the IPCC guidelines were not representative of Jordan's statistics. Methane emissions from domestic wastewater in Jordan were estimated at 4.66 gigagrams (Gg). Total 1994 CH4 emissions from MSW management facilities in Jordan are estimated at 371.76 Gg--351.12 Gg (94.45%) from sanitary landfills, 19.83 Gg (5.33%) from MSW open dumps, and 0.81 Gg (0.22%) from raw sewage-water dumping ponds. Uncertainties associated with these estimations are presented. PMID:10680353

  9. Tritium levels in leachates and condensates from domestic wastes in landfill sites

    An extensive review study of leachate composition, from landfills which have received mainly domestic wastes in the UK, has been carried out by Aspinwall and Company on behalf of the Department of the Environment. This work has provided detailed information on concentrations of a wide range of determinands. One set of analyses which has produced particularly interesting results comprises the determination of tritium. Tritium is a natural isotope of hydrogen (3H), with a half-life of 12.43 years, which decays radioactively to form stable 3He atoms, releasing beta particles. Although tritium concentrations can be measured accurately as tritium units (TU), these represent extremely low levels of activity, and concentrations of tritium well in excess of 100 000 TU would be needed before acceptable levels of radioactivity in drinking water were exceeded. Background levels of tritium in UK rainfall rarely now exceed 50 TU although, in the 1960s, values of up to 3000 TU in rainfall were associated with atmospheric testing of atomic weapons. It was somewhat surprising, therefore, to discover that relatively high concentrations of tritium (>10 000 TU) were widespread in leachates from landfills which had received primarily domestic wastes. This paper presents results from samples taken at 30 representative UK sites, and discusses potential sources of tritium. (UK)

  10. Tritium levels in leachates and condensates from domestic wastes in landfill sites

    Robinson, H.D. [Aspinwall and Co., Shrewsbury (United Kingdom); Gronow, J.R. [Environment Agency, London (United Kingdom). Waste Regulation Policy Group

    1996-12-01

    An extensive review study of leachate composition, from landfills which have received mainly domestic wastes in the UK, has been carried out by Aspinwall and Company on behalf of the Department of the Environment. This work has provided detailed information on concentrations of a wide range of determinands. One set of analyses which has produced particularly interesting results comprises the determination of tritium. Tritium is a natural isotope of hydrogen ({sup 3}H), with a half-life of 12.43 years, which decays radioactively to form stable {sup 3}He atoms, releasing beta particles. Although tritium concentrations can be measured accurately as tritium units (TU), these represent extremely low levels of activity, and concentrations of tritium well in excess of 100 000 TU would be needed before acceptable levels of radioactivity in drinking water were exceeded. Background levels of tritium in UK rainfall rarely now exceed 50 TU although, in the 1960s, values of up to 3000 TU in rainfall were associated with atmospheric testing of atomic weapons. It was somewhat surprising, therefore, to discover that relatively high concentrations of tritium (>10 000 TU) were widespread in leachates from landfills which had received primarily domestic wastes. This paper presents results from samples taken at 30 representative UK sites, and discusses potential sources of tritium. (UK).

  11. Energy requirements for waste water treatment.

    Svardal, K; Kroiss, H

    2011-01-01

    The actual mathematical models describing global climate closely link the detected increase in global temperature to anthropogenic activity. The only energy source we can rely on in a long perspective is solar irradiation which is in the order of 10,000 kW/inhabitant. The actual primary power consumption (mainly based on fossil resources) in the developed countries is in the range of 5 to 10 kW/inhabitant. The total power contained in our nutrition is in the range of 0.11 kW/inhabitant. The organic pollution of domestic waste water corresponds to approximately 0.018 kW/inhabitant. The nutrients contained in the waste water can also be converted into energy equivalents replacing market fertiliser production. This energy equivalent is in the range of 0.009 kW/inhabitant. Hence waste water will never be a relevant source of energy as long as our primary energy consumption is in the range of several kW/inhabitant. The annual mean primary power demand of conventional municipal waste water treatment with nutrient removal is in the range of 0.003-0.015 kW/inhabitant. In principle it is already possible to reduce this value for external energy supply to zero. Such plants should be connected to an electrical grid in order to keep investment costs low. Peak energy demand will be supported from the grid and surplus electric energy from the plant can be is fed to the grid. Zero 'carbon footprint' will not be affected by this solution. Energy minimisation must never negatively affect treatment efficiency because water quality conservation is more important for sustainable development than the possible reduction in energy demand. This argument is strongly supported by economical considerations as the fixed costs for waste water infrastructure are dominant. PMID:22214091

  12. Green recovery of mercury from domestic and industrial waste.

    da Cunha, Roselaine C; Patrício, Pamela R; Vargas, Silvia J Rodriguez; da Silva, Luis Henrique Mendes; da Silva, Maria C Hespanhol

    2016-03-01

    Recovery of mercury from effluents is fundamental for environmental preservation. A new, green method was developed for separation of mercury from effluent containing different metals. The extraction/separation of Hg(II) was studied using aqueous two-phase system (ATPS) comprising by polyethylene oxide (PEO1500) or triblock copolymers (L64 or L35), electrolyte (sodium citrate or sodium sulfate) and water in the presence or absence of chloride ions. The extraction behavior of the Hg(II) for the macromolecule-rich phase is affected by the following parameters: amount of added extractant, pH, and the nature of the electrolyte and macromolecule of the ATPS. The APTS of PEO1500+sodium citrate+H2O (pH 1.00 and 0.225molkg(-1) KCl) produced the highest Hg(II) %E=(92.3±5.2)%. Under the same conditions, excellent separation factors (1.54×10(2)-3.21×10(10)) for recovery of mercury in the presence of co-existing metals were obtained. Efficient and selective extraction of Hg(II) from domestic and industrial synthetic effluents was achieved using this ATPS. PMID:26599661

  13. An investigation of off-peak domestic hot water heating--

    Akridge, J.M. (Georgia Inst. of Tech., Atlanta, GA (USA)); Keebaugh, D. (Georgia Power Co., Atlanta, GA (USA))

    1990-01-01

    This paper presents tests which show that, through the use of a relatively simple time-of-day (TOD), clock-controlled switch on the lower element of a conventional highly insulated electric water heater, TOD domestic hot water heating can be affected. The time clock must have a battery backup to keep the correct time during power outages. Using only off-peak heating by the lower element, 20-40 gallons of water per day can be delivered at a minimum temperature of 120{degrees}F. Sixty gallons per day can be heated with 70 percent of the energy use being off-peak heating by the lower element. Conventional superinsulated electric domestic hot water tanks will establish significant stratification if the lower element is prohibited from coming on. Operation of the lower element eliminates stratification and promotes a high degree of mixing within the tank. Domestic hot water tanks were found to have significantly less volume than their nameplate ratings. Electrical elements were also found to have 10-20 percent lower wattage.

  14. Review of domestic water conservation practices in Saudi Arabia

    Ouda, Omar K. M.; Shawesh, Ahmad; Al-Olabi, Tareq; Younes, Firas; Al-Waked, Rafat

    2013-12-01

    The Kingdom of Saudi Arabian (KSA) has a substantial water shortage problem where water demand far exceeds water resources sustainable yields. This fact has motivated the Ministry of Water and Electricity (MOWE) to launch a massive water conservation awareness program to enhance water-using efficiency in the country. The MOWE among other water awareness activities has introduced a four-stage program of free distribution of water conservation tools. This research reviewed the domestic water conservation awareness program in Saudi Arabia and assessed the program performance through conducting questionnaire surveys. The latter was designed and implemented in Al-Khobar city in the Eastern Province to measure public awareness regarding water issues. The survey started on April 28, 2012, and continued for 3 weeks. A total of 197 questionnaires were completed. The survey results showed a relatively low awareness among respondents about water shortage problem in the Kingdom. A low percentage of respondents have water conservation tools installed in their houses, but a high percentage is willing to buy and install water conservation tools. The majority of respondents consider the water price low and are willing to pay more for water. The respondents' feedback highlighted the need to improve the current water conservation awareness program.

  15. Smart solar tanks for small solar domestic hot water systems

    Furbo, Simon; Andersen, Elsa; Knudsen, Søren; Vejen, Niels Kristian; Shah, Louise Jivan

    2005-01-01

    Investigation of small SDHW systems based on smart solar tanks are presented. The domestic water in a smart solar tank can be heated both by solar collectors and by means of an auxiliary energy supply system. The auxiliary energy supply system – in this study electric heating elements – heats up...... small hot-water consumption and the risk of oversized solar heating systems and oversized tank volumes is reduced by using smart solar tanks. Based on the investigations it is recommended to start development of smart solar tank units with an oil-fired boiler or a natural gas burner as auxiliary energy...... the hot-water tank from the top and the water volume heated by the auxiliary energy supply system is fitted to the hot-water consumption and consumption pattern. In periods with a large hot-water demand, the volume is large; in periods with a small hot-water demand, the volume is small. Two small SDHW...

  16. Anaerobia Treatments of the domestic residual waters. Limitations potentialities

    The quick growth of the Latin American cities has prevented that an appropriate covering of public services is achieved for the whole population, One of the undesirable consequences of this situation is the indiscriminate discharge from the domestic and industrial residual waters to the nearest bodies of water with its consequent deterioration and with disastrous consequences about the ecology and the public health. The developed countries have controlled this situation using systems of purification of the residual waters previously to their discharge in the receptor source. The same as the technology of the evacuation of the served waters, they have become numerous efforts for the application of the purification systems used in the countries developed to the socioeconomic, climatic and cultural conditions of our means. One of the results obtained in these efforts is the economic inability of the municipalities to pay the high investment costs and of operation of the traditional systems for the treatment of the residual waters. Contrary to another type of public services, the treatment of the residual waters needs of appropriate technological solutions for the Climatic and socioeconomic means of the developing countries, One of the technological alternatives for the purification of the residual waters that has had a great development in the last decades has been that of the biological treatments in t anaerobia ambient. The objective of this contribution is to present, to author's trial, the limitations and potentialities of this technology type with special emphasis in the case of the domestic residual waters

  17. An example to the storage of domestic solid waste problem during today’s urbanization process: The city of Nigde

    ÖCAL, TÜLAY

    2014-01-01

    The problem of domestic solid waste generated by adaption to the sedentary life has accelerated with the Industrial Revolution. In conjunction with urbanization, industrialization, population increase and economic development, domestic solid waste problem, which changes according to each country’s development level, is among the significant environmental problems of Turkey’s cities. As a natural process, domestic solid waste is generated by the necessities of sociobiological life. This kind o...

  18. Investigation on Kombiterm GE Domestic Hot Water Tank

    Heller, Alfred; Heuer, Andreas Walter

    1996-01-01

    Investigation of a hot water tank with a high heat exchanger spiral with a small pipe diameter in the upper part of the heat exchanger spiral and a large pipe diameter in the lower part of the heat exchanger spiral in cooperation with Kãhler&Breum Beholder- og Maskinfabrik K/S. First preprint of...... project resulting in final "Sagsrapport": Andreas Heuer, "High Spiral Heat Exchanger in Domestic Hot Water Tanks.", SR-9711, 1997, ISSN 1396-402X.Andreas Heuer, "User Manual for Simulation Program GETANK", SR-9712, 1997, ISSN1396-402X....

  19. Waste Water Disposal Design And Management I

    This book gives descriptions of waste water disposal, design and management, which includes design of waterworks and sewerage facility such as preparatory work and building plan, used waste water disposal facilities, waste water disposal plant and industrial waste water disposal facilities, water use of waste water disposal plant and design of pump and pump facilities such as type and characteristic, selection and plan, screening and grit.

  20. The radioactivity of domestic water and its elimination

    Most Finns rely on water distributed by waterworks or on groundwater from their own wells for their supply of domestic water. The radioactivity of these waters is usually low, and the radiation doses from drinking water are insignificant compared with the mean doses received from all other sources of radiation in Finland. High concentrations of 222Rn and also other natural radionuclides are, however, found in a small percentage of groundwater wells drilled in bedrock. Most of these wells are located in the granitic areas of southern Finland. The arithmetic mean for 222Rn in water in drilled wells is 960 Bq/l, for that in dug wells 85 Bq/l and for that from waterworks 26 Bq/l, the maximum concentrations being 77500, 3500 and 1630 Bq/l, respectively. Uranium is another radionuclide that seems to be rather soluble in Finnish groundwaters. High concentrations of uranium are, however, only found in drilled wells. (orig.)

  1. Collection of domestic waste. Review of occupational health problems and their possible causes.

    Poulsen, O M; Breum, N O; Ebbehøj, N; Hansen, A M; Ivens, U I; van Lelieveld, D; Malmros, P; Matthiasen, L; Nielsen, B H; Nielsen, E M

    1995-08-18

    During the last decade, a growing interest in recycling of domestic waste has emerged, and action plans to increase the recycling of domestic waste have been agreed by many governments. A common feature of these plans is the implementation of new systems and equipment for the collection of domestic waste which has been separated at source. However, only limited information exists on possible occupational health problems related to such new systems. Occupational accidents are very frequent among waste collectors. Based on current knowledge, it appears that the risk factors should be considered as an integrated entity, i.e. technical factors (poor accessibility to the waste, design of equipment) may act in concert with high working rate, visual fatigue due to poor illumination and perhaps muscle fatigue due to high work load. Musculoskeletal problems are also common among waste collectors. A good deal of knowledge has accumulated on mechanical load on the spine and energetic load on the cardio-pulmonary system in relation to the handling of waste bags, bins, domestic containers and large containers. However, epidemiologic studies with exposure classification based on field measurement are needed, both to further identify high risk work conditions and to provide a detailed basis for the establishment of occupational exposure limits for mechanical and energetic load particularly in relation to pulling, pushing and tilting of containers. In 1975, an excess risk for chronic bronchitis was reported for waste collectors in Geneva (Rufèner-Press et al., 1975) and data from the Danish Registry of Occupational Accidents and Diseases also indicate an excess risk for pulmonary problems among waste collectors compared with the total work force. Surprisingly few measurements of potentially hazardous airborne exposures have been performed, and the causality of work-related pulmonary problems among waste collectors is unknown. Recent studies have indicated that implementation of some new waste collection systems may result in an increased risk of occupational health problems. High incidence rates of gastrointestinal problems, irritation of the eye and skin, and perhaps symptoms of organic dust toxic syndrome (influenza-like symptoms, cough, muscle pains, fever, fatigue, headache) have been reported among workers collecting the biodegradable fraction of domestic waste. The few data available on exposure to bio-aerosols and volatile compounds have indicated that these waste collectors may be simultaneously exposed to multiple agents such as dust containing bacteria, endotoxin, mould spores, glucans, volatile organic compounds, and diesel exhaust. Several studies have reported similar health problems as well as high incidence rates of pulmonary disease among workers at plants recycling domestic waste.(ABSTRACT TRUNCATED AT 400 WORDS) PMID:7569875

  2. A Financial, Environmental and Social Evaluation of Domestic Water Management Options in the West Bank, Palestine:

    Nazer, D.W.; Siebel, M.A.; van der Zaag, P.; Mimi, Z.; Gijzen, H.J.

    2010-01-01

    Water is one of the most valuable natural resources in the West Bank, Palestine. Due to its limited availability, it is a resource that needs particular protection. Although agriculture consumes most of the water (70%) in the West Bank, the domestic water supply is strategically not less important. It is the aim of this study to evaluate domestic water management options suitable for Palestinian conditions that contribute to achieving water sufficiency in the domestic water use in the house o...

  3. Patterns, structures and regulations of domestic water cycle systems in China

    Chu, Junying; Wang, Hao; Wang, Jianhua; Qin, Dayong

    2010-05-01

    Domestic water cycle systems serving as one critical component of artificial water cycle at the catchment's scale, is so closely related to public healthy, human rights and social-economic development, and has gained the highest priority in strategic water resource and municipal infrastructure planning. In this paper, three basic patterns of domestic water cycle systems are identified and analyzed, including rural domestic water system (i.e. primary level), urban domestic water system (i.e. intermediate level) and metropolitan domestic water system (i.e. senior level), with different "abstract-transport-consume-discharge" mechanisms and micro-components of water consumption (such as drinking, cooking, toilet flushing, showering or cleaning). The rural domestic water system is general simple with three basic "abstract-consume-discharge" mechanisms and micro-components of basic water consumption such as drinking, cooking, washing and sanitation. The urban domestic water system has relative complex mechanisms of "abstract-supply-consume-treatment-discharge" and more micro-components of water consumption such as bath, dishwashing or car washing. The metropolitan domestic water system (i.e. senior level) has the most complex mechanisms by considering internal water reuse, external wastewater reclamation, and nutrient recycling processes. The detailed structures for different water cycle pattern are presented from the aspects of water quantity, wastewater quality and nutrients flow. With the speed up of urbanization and development of social-economy in China, those three basic patterns are interacting, transforming and upgrading. According to the past experiences and current situations, urban domestic water system (i.e. intermediate level) is the dominant pattern based on indicator of system number or system scale. The metropolitan domestic water system (i.e. senior level) is the idealized model for the future development and management. Current domestic water system management efforts typically fail in China, because the approach is generally narrowly-focused and fragmented. This paper put forward a total-process control framework following the water and pollutants (or nutrients) flows along the dualistic domestic water cycle process. Five key objectives of domestic water cycle system regulation are identified including water use safety, water use equity, water saving, wastewater reduction and nutrient recycling. Comprehensive regulatory framework regarding administrative, economic, technical and social measures is recommended to promote sustainable domestic water usage and demand management. Considering the relatively low affordability in rural area, economic measures should be mainly applied in urban domestic water systems and metropolitan domestic water systems. Engineering or technological measures which are suitable to the three domestic water cycle systems are discussed respectively.

  4. Citrus processing waste water treatment

    Hawash, S.; Hafez, A.J.; El-Diwani, G.

    1988-02-01

    The process utilizes biological treatment to decompose organic matter and decreases the COD to a value of 230 ppm, using 161 of air per 1 of treated waste water for a contact time of 2.5 h. Ozone is used subsequently for further purification of the waste water by destroying refractory organics. This reduces the COD to a value of 40 ppm, and consequently also lowers the BOD. Ozone also effectively removed the yellow-brown colour due to humic substances in dissolved or colloidal form; their oxidation leaves the water sparkling. Iron and manganese are also eliminated.

  5. Treating water-reactive wastes

    Some compounds and elements, such as lithium hydride, magnesium, sodium, and calcium react violently with water to generate much heat and produce hydrogen. The hydrogen can ignite or even form an explosive mixture with air. Other metals may react rapidly only if they are finely divided. Some of the waste produced at Los Alamos National Lab. includes these metals that are contaminated with radioactivity. By far the greatest volume of water-reactive waste is lithium hydride contaminated with depleted uranium. Reactivity of the water-reactive wastes is neutralized with an atmosphere of humid nitrogen, which prevents the formation of an explosive mixture of hydrogen and air. When we adjust the temperature of the nitrogen and the humidifier, the nitrogen can be more or less humid, and the rate of reaction can be adjusted and controlled. Los Alamos has investigated the rates of reaction of lithium hydride as a function of the temperature and humidity. Los Alamos will investigate other variables. For example, the nitrogen flow will be optimized to conserve nitrogen and yet keep the reaction rates high. Reaction rates will be determined for various forms of lithium waste, from small chips to powder. Bench work will lead to the design of a skid-mounted process for treating wastes. Other water-reactive wastes will also be investigated

  6. Treating water-reactive wastes

    Some compounds and elements, such as lithium hydride, magnesium, sodium, and calcium react violently with water to generate much heat and produce hydrogen. The hydrogen can ignite or even form an explosive mixture with air. Other metals may react rapidly only if they are finely divided. Some of the waste produced at Los Alamos National Laboratory includes these metals that are contaminated with radioactivity. By far the greatest volume of water-reactive waste is lithium hydride contaminated with depleted uranium. Reactivity of the water-reactive wastes is neutralized with an atmosphere of humid nitrogen, which prevents the formation of an explosive mixture of hydrogen and air. When we adjust the temperature of the nitrogen and the humidifier, the nitrogen can be more or less humid, and the rate of reaction can be adjusted and controlled. Los Alamos has investigated the rates of reaction of lithium hydride as a function of the temperature and humidity, and, as anticipated, they in with in temperature and humidity. Los Alamos will investigate other variables. For example, the nitrogen flow will be optimized to conserve nitrogen and yet keep the reaction rates high. Reaction rates will be determined for various forms of lithium waste, from small chips to powder. Bench work will lead to the design of a skid-mounted process for treating wastes. Other water-reactive wastes will also be investigated

  7. Domestic Separation and Collection of Municipal Solid Waste: Opinion and Awareness of Citizens and Workers

    Giovanni De Feo

    2010-05-01

    Full Text Available The state of the art on Municipal Solid Waste (MSW management is based on the domestic separation of materials produced. After domestic separation, the resident has to transfer the separated materials to the MSW manager through the hands of collection workers. It is exactly at this stage that an end-use product changes its status and property becomes waste. This paper analyzes and compares the opinions and awareness of citizens and kerbside collection workers on this subject by means of two structured questionnaires in the city of Mercato San Severino (about 22,000 people, in Southern Italy.

  8. Domestic and overseas development of advanced boiling water reactors

    Since Toshiba delivered the world's first advanced boiling water reactor (ABWR) to The Tokyo Electric Power Company, Inc. in 1996, we have been devoting continuous efforts to the construction and operational support of ABWR systems as major products. We are now promoting the construction of domestic and overseas ABWR systems along with the standardization of ABWRs. We are also engaged in the research and development of core technologies to support further promotion of ABWRs as a concurrent solution to the issues of global warming and energy security for individual countries. (author)

  9. Domestic light water reactor fuel design evolution. Volume III

    Volume III of this report examines the design evolution of domestic light water reactor fuel. The fuel of each vendor is individually described. Tables and figures detail the fuel's design parameters. A data base of this nature is required for the design of an underwater fuel disassembly and rod storage system. An assessment of fuel failure mechanisms and fuel performance is presented showing that spent fuel pool operational problems will be minimal or nonexistent. A summary and projection of spent fuel discharges, organized by reactor and fuel design type, is included to show the magnitude and composition of the spent fuel situation facing the nuclear industry

  10. Solar domestic heating water systems in Morocco: An energy analysis

    Highlights: • A forced-circulation solar water heater system for domestic use was investigated. • Six different climatic zones of Morocco were simulated. • Flat plate and evacuated tube installations were compared. • Solar fractions for the different scenarios were given. - Abstract: The aim of this study is to assess the technical feasibility of solar water heaters (SWH) under Moroccan conditions. Annual simulations in six different regions for two technologies: flat plate and evacuated tube collectors were carried out using TRANSOL program. It is found that high values of solar fraction can be reached in almost the studied regions with the preference of using evacuated tube collectors. Furthermore, the study emphasizes that the location and the climate are determinant parameters on the overall performance of solar water heating systems

  11. Waste water and sewage sludge

    The monitoring of waste water and sewage sludge within the framework of environmental radioactivity monitoring is based on samples taken from sewage treatment plants and from sewer systems. Its main purpose is surveillance of emissions from potential polluters, making use of the fact that most of the radioactive nuclides are discharged with the waste water, and detection is more easy with large amounts of waste water available for treatment and sampling, (enrichment of ? and ? activities and of I-131 in large volumina). Municipal sewage treatment plants need not be generally monitored for radionuclides in the sewage sludge destined for use in agriculture, as emissions of long-lived isotopes are extremely low. (orig./DG)

  12. Experimental Analysis of Integrated System of Membrane Distillation for pure water with solar domestic hot water

    Asim, Muhammad

    2013-01-01

    In GCC countries, especially in UAE desalination of sea water is considered to be one of the most effective and strategic alternative for satisfying the current and future demand of water for domestic purposes. The depletion of ground water aquifers, rapid industrial development and increase of urban population in UAE lead to tremendous increase in fresh water demand during past decade. Although, desalinated fresh water is supplied to the consumers by local municipalities, people in the regio...

  13. Plastic Recycling: A Substance Flow Analysis of the Dutch Domestic Plastic Waste Cycle

    Boevé, N.

    2012-01-01

    To prevent or reduce the impact of packaging and packaging waste on the environment, the European Commission introduced a comprehensive legislation on packaging, including plastics. The Dutch member state responded by obligating separate collection of domestic plastic packaging waste, consisting out of Polyethylene Terephthalate (PET), High density Polyethylene (PE-HD), (Linear) Low density Polyethylene (PE-(L)LD) and Polypropylene (PP), in January 2010. The methodology of Substance Flow Anal...

  14. Research on the drying kinetics of household food waste for the development and optimization of domestic waste drying technique.

    Sotiropoulos, A; Malamis, D; Michailidis, P; Krokida, M; Loizidou, M

    2016-04-01

    Domestic food waste drying foresees the significant reduction of household food waste mass through the hygienic removal of its moisture content at source. In this manuscript, a new approach for the development and optimization of an innovative household waste dryer for the effective dehydration of food waste at source is presented. Food waste samples were dehydrated with the use of the heated air-drying technique under different air-drying conditions, namely air temperature and air velocity, in order to investigate their drying kinetics. Different thin-layer drying models have been applied, in which the drying constant is a function of the process variables. The Midilli model demonstrated the best performance in fitting the experimental data in all tested samples, whereas it was found that food waste drying is greatly affected by temperature and to a smaller scale by air velocity. Due to the increased moisture content of food waste, an appropriate configuration of the drying process variables can lead to a total reduction of its mass by 87% w/w, thus achieving a sustainable residence time and energy consumption level. Thus, the development of a domestic waste dryer can be proved to be economically and environmentally viable in the future. PMID:26507489

  15. Domestic hot water storage: Balancing thermal and sanitary performance

    Thermal stratification within hot water tanks maximises the availability of stored energy and facilitates optimal use of both conventional and renewable energy sources. However, stratified tanks are also associated with the proliferation of pathogenic bacteria, such as Legionella, due to the hospitable temperatures that arise during operation. Sanitary measures, aimed at homogenising the temperature distribution throughout the tank, have been proposed; such measures reduce the effective energy storage capability that is otherwise available. Here we quantify the conflict that arises between thermodynamic performance and bacterial sterilisation within 10 real world systems. Whilst perfect stratification enhances the recovery of hot water and reduces heat losses, water samples revealed significant bacterial growth attributable to stratification (P<0.01). Temperature measurements indicated that users were exposed to potentially unsanitary water as a result. De-stratifying a system to sterilise bacteria led to a 19% reduction in effective hot water storage capability. Increasing the tank size to compensate for this loss would lead to an 11% increase in energy consumed through standing heat losses. Policymakers, seeking to utilise hot water tanks as demand response assets, should consider monitoring and control systems that prevent exposures to unsanitary hot water. - Highlights: • Domestic hot water tanks are a potential demand side asset for power networks. • A preference for bacterial growth in stratified hot water tanks has been observed. • Temperatures in base of electric hot water tanks hospitable to Legionella. • Potential exposures to unsanitary water observed. • De-stratifying a tank to sterilise leads to reduced energy storage capability

  16. The human right to water: the importance of domestic and productive water rights.

    Hall, Ralph P; Van Koppen, Barbara; Van Houweling, Emily

    2014-12-01

    The United Nations (UN) Universal Declaration of Human Rights engenders important state commitments to respect, fulfill, and protect a broad range of socio-economic rights. In 2010, a milestone was reached when the UN General Assembly recognized the human right to safe and clean drinking water and sanitation. However, water plays an important role in realizing other human rights such as the right to food and livelihoods, and in realizing the Convention on the Elimination of All Forms of Discrimination against Women. These broader water-related rights have been recognized but have not yet been operationalized. This paper unravels these broader water-related rights in a more holistic interpretation of existing international human rights law. By focusing on an emerging approach to water services provision--known as 'domestic-plus' services--the paper argues how this approach operationalizes a comprehensive range of socio-economic rights in rural and peri-urban areas. Domestic-plus services provide water for domestic and productive uses around homesteads, which challenges the widespread practice in the public sector of planning and designing water infrastructure for a single-use. Evidence is presented to show that people in rural communities are already using their water supplies planned for domestic uses to support a wide range of productive activities. Domestic-plus services recognize and plan for these multiple-uses, while respecting the priority for clean and safe drinking water. The paper concludes that domestic-plus services operationalize the obligation to progressively fulfill a comprehensive range of indivisible socio-economic rights in rural and peri-urban areas. PMID:24337891

  17. The estimation of radiological impact from the disposal of radionuclides with domestic and commercial wastes

    In the UK, limited quantities of radionuclides are disposed of with non-radioactive domestic and commercial wastes under the terms of Exemption Orders or Authorisations granted by the Radiochemical Inspectorate. This report presents a methodology and basis for the calculation of individual and collective doses to workers and to members of the public from such disposals. (author)

  18. State of Art About water Uses and Waste water Management in Lebanon

    This paper shows the real situation about management of water and waste water in Lebanon and focuses on problems related to urban water pollution released in environment. Water and waste water infrastructures have been rebuilt since 1992. However, waste water management still remains one of the greatest challenges facing Lebanese people, since water supply projects have been given priority over wastewater projects. As a consequence of an increased demand of water by agricultural, industrial and household sectors in the last decade, waste water flows have been increased. In this paper, the existing waste water treatment plants (WWTP) operating in Lebanon are presented. Most of them are small-scale community-based ones, only two large-scale plants, constructed by the government, are currently operational. Lebanese aquatic ecosystems are suffering from the deterioration of water quality because of an insufficient treatment of waste water, which is limited mostly to pre-treatment processes. In fact, domestic and industrial effluents are mainly conducted together in the sewer pipes to the WWTP before being discharged, without adequate treatment into the rivers or directly into the Mediterranean Sea. Such discharges are threatening the coastal marine ecosystem in the Mediterranean basin. This paper aims at giving the current state of knowledge about water uses and wastewater management in Lebanon. The main conclusion drawn from this state of art is a lack of data. In fact, the available data are limited to academic research without being representative on a national scale. (author)

  19. Waste Water Disposal Design And Management IV

    This book introduces biological waste water treatment with basic theory and activated sludge process, which includes chemical reaction engineering with reaction velocity and mass balance, an effector, characteristic of water treatment effector and biological waste water disposal such as flow pattern and tracer test. This is biological theory of steady on waste water treatment, design and management.

  20. Chloride/bromide and chloride/fluoride ratios of domestic sewage effluents and associated contaminated ground water

    Vengosh, A.; Pankratov, I. [Hydrological Service, Jerusalem (Israel)

    1998-09-01

    To establish geochemical tools for tracing the origin of ground water contamination, the authors examined the variations of Cl/Br and Cl/F (weight) ratios in (1) domestic waste water from the Dan Region Sewage Reclamation Project and from reservoirs in the central coast of Israel; (2) associated contaminated ground water; and (3) pristine ground water from the Mediterranean coastal aquifer of Israel. The data show that supply water, anthropogenic NaCl and fluoridation control the Cl/Br and Cl/F ratios of domestic waste water, and conventional sewage treatment does not affect the anthropogenic inorganic signals. The Cl/Br ratios of ground water contaminated with sewage effluent reflect conservative mixing proportions of sewage and regional ground water components. Sensitivity tests demonstrate that it is possible to detect and distinguish sewage contamination from marine ratios after a sewage contribution of 5 to 15% is mixed with regional ground water. Mixing with Br-enriched fresh water however, would reduce this sensitivity. Since the high Cl/Br signal of sewage effluents is distinguishable from other anthropogenic sources with low Cl/Br ratios and from natural contamination sources, Cl/Br ratios can therefore be a useful inorganic tracer for identification of the origin of contaminated ground water. The Cl/F ratios of sewage-contaminated ground water were higher than those in the original sewage effluent, which suggests retention of fluoride into the aquifer solid phase.

  1. Review of pre-treated peat applied in treating domestic wastewaters and oily waters

    This paper discussed recent research related to the use of peat in removing contaminants from domestic wastewater, oil-contaminated water, and soil. The review also discussed methods of pretreating peat before its application to polluted area. Pretreatment processes are needed to remove components in peat that interfere with treatment mechanisms. Polymers are added to peat in order to encourage the aggregation of the peat particles into larger colloidal particles that are easy to dewater. Phosphoric acid treatments are also applied to increase the swelling capacity of peat. Hydrogen peroxide is used to break down oil-contaminated peat in order to facilitate its subsequent decomposition. Experiments have demonstrated that peat is an effective adsorbent for many different types of oil. Studies have demonstrated that the removal rate for standard mineral and crude oils from wastewater using peat was 83 and 70 per cent. Applications of commercial peat to the surface of oily contaminated waters resulted in oil removal efficiencies of 99.998 per cent. It was concluded that peat is an effective, low-cost material for removing contaminants from domestic waste water and oil-contaminated water. The peat can also be used as a secondary energy source after the sorption process. While peat is an abundant resource in Canada, the resource is found mainly in wetlands. Effective harvesting strategies should be used to ensure the environmental sustainability of peat filtration systems. 38 refs., 1 tab

  2. Ground water share in supplying domestic water in Khartoum state

    In this research study of the sources of groundwater from wells and stations that rely on the national authority for urban water in the state of Khartoum, this study includes three areas, namely the Khartoum area, North Khartoum and Omdurman area. This research evaluate and identify the sources of groundwater from wells and stations and find out the productivity of wells and underground stations. The study period were identified from 2004 to 2008 during this commoners were Alabaralgeoffip Knowledge Production and stations from the water. The methods used in this study was to determine the sources of groundwater from wells and stations in the three areas with the knowledge of the percentage in each year and the total amount of water produced from wells and stations in Khartoum, North Khartoum and Omdurman it is clear from this study that the percentage of productivity in the annual increase to varying degrees in floater from 2004 to 2008 and also clear that the Omdurman area depends on groundwater wells over a maritime area of stations based on stations with more and more consumption of Khartoum and the sea. Also been identified on the tank top and bottom of the tank where the chemical properties and physical properties after the identification of these qualities and characteristics have been identified the quantity and quality of water produced from wells and stations. (Author)

  3. Assessment of U.S. domestic capacity for producing reactor-grade thorium dioxide and controlling associated wastes and effluents

    Demand for reactor-grade ThO2 is likely to increase as a result of the growing interest in the application of the thorium-uranium fuel cycle to nuclear reactors. The wastes and effluents identified with the production of ThO2 from monazite sand are waste water, tailings, dust, smoke and gas, and radionuclides (primarily, 232Th and 226Ra). There are currently an estimated 1,500 short tons of crude thorium hydroxide byproduct that can be readily converted to reactor-grade ThO2. The present maximum domestic capacity for producing reactor-grade ThO2 is about 65 to 100 ton/year. The current domestic capacity for producing reactor-grade ThO2 is sufficient to sustain a thorium-uranium fuel cycle of up to 11,000 MW(e) without recycling thorium, depending on the mix of reactor types selected. This range can be increased to 28,000 MW(e) by expanding ThO2 purification capacity to match the current production rate of crude thorium byproduct. Potential constraints identified which may impact the expansion of domestic ThO2 production are (1) uncertainty in the marketplace, (2) limited available thorium for production of reactor-grade ThO2, (3) limited production capacity, and (4) mounting public concern over current levels of radioactivity detected at various points in the production process of thorium and uranium products

  4. Investigation of toxic influence of Ignalina NPP waste water on Spirodela polyrrhiza culture

    The influence of Ignalina NPP waste waters and of water taken in different biotop of lake Drukshiai on Spirodela polyrrhiza culture (growth intensity, biomass and morphological changes) was investigated. It was revealed that most polluted waters formed by Ignalina NPP outcomes were from industrial - rain sewerage and economic - domestic waste waters. Toxicity of all investigated waters was higher in autumn (October) than it was in spring (March -April). Comparative analysis of the data obtained in 1992-1994 indicated the growing tendency of toxicity in Ignalina NPP waste waters as well as lake Drukshiai water. (author). 5 refs., 4 figs

  5. Fermentative Production of Ethanol fuel from Domestic Waste by Pichia stipitis

    Modugu P

    2013-05-01

    Full Text Available Production of Ethanol fuel from the garbage/kitchen waste was carried out with the main purpose of converting the domestic waste into a useful material. The conversion of food waste or garbage by acid hydrolysis was carried out to obtain fermentable sugars, which was converted into ethanol by fermentation process using Pichia stipitis. The present study indicated that at 36 h of incubation resulted in utilization of 29 g/L of glucose with yield of 9.2 g/L ethanol. Compared to various sugars the glucose resulted in the production of ethanol.

  6. Simultaneous treatment of SO2 containing stack gases and waste water

    Poradek, J. C.; Collins, D. D. (Inventor)

    1978-01-01

    A process for simultaneously removing sulfur dioxide from stack gases and the like and purifying waste water such as derived from domestic sewage is described. A portion of the gas stream and a portion of the waste water, the latter containing dissolved iron and having an acidic pH, are contacted in a closed loop gas-liquid scrubbing zone to effect absorption of the sulfur dioxide into the waste water. A second portion of the gas stream and a second portion of the waste water are controlled in an open loop gas-liquid scrubbing zone. The second portion of the waste water contains a lesser amount of iron than the first portion of the waste water. Contacting in the openloop scrubbing zone is sufficient to acidify the waste water which is then treated to remove solids originally present.

  7. Waste water treatment today and tomorrow

    The papers discuss waste water treatment in the legislation of the EC, the German state, the Laender and communities, as well as water protection by preventing waste production and pollutant emissions. (EF)

  8. Space, Identity and Health Risks: a study of domestic waste in Ibadan, Nigeria

    Aderemi Suleiman Ajala

    2011-10-01

    Full Text Available Poor waste management has characterized Ibadan’s modern and historical identity.  As a consequence, residents of Ibadan (indigenes hold diverse views about the city's image, while non-indigenes label it "filthy" and "dirty".  These perceptions, spatial and cultural, are deep rooted, intertwining with the political and cultural plane of Nigerian society. A distinction between “self” and “others” is seen to mark a discourse and counter discourse in the perception of health risks associated with domestic waste in the Ibadan.  Through survey and descriptive ethnography, our paper examines the nature and extent of domestic waste in Ibadan, as a physical, community and psychological reality, where we seek to explain how generation and poor waste management  impacts on these spaces and the very mechanics of identity. Different perceptions of health risks are observed as well the vulnerability to diseases associated with domestic waste and poor hygiene, bringing into play the socioeconomic variables and residential patterns which constitute the daily reality of this city.  Our study establishes that the increase in urban population, the low economic status, the indiscriminate setting up of artisans’ shops or outlets and the overall inability of government agencies to monitor the menace of domestic waste and its attendant health risks, are central factors to the problem generically deemed one of “waste”.  

  9. Waste Water Treatment Unit

    A wastewater treatment plant to treat both the sanitary and industrial effluent originated from process, utilities and off site units of the refinery is described. The purpose is to obtain at the end of the treatment plant, a water quality that is in compliance with contractual requirements and relevant environmental regulations. first treatment (pretreatment). Primary de-oiling, Equalization, Neutralization, Secondary de-oiling. Second treatment (Biological), The mechanism of BOD removal, Biological flocculation, Nutrient requirements, Nitrification, De-nitrification, Effect of temperature, Effect of ph, Toxicity

  10. Domestic production of control parts for the nuclear waste treatment facility

    The control part IND-100, which interfaces the field signals to the control networks in the control systems of PIEF (Post-Irradiated Examination Facility) and RWTF (Radioactive Waste Treatment Facility), was designed and fabricated. Preamplifier boards for radiation detectors, proportional counter and Geiger-Mueller tube which are in use in the radiation monitoring systems, were also designed and fabricated. Control parts which may be replaced with the domestic parts were surveyed, and a domestic relay model and a recorder model were selected as the replaceable ones. To improve the control systems, adoption of programmable controller to the conventional relay logic system were considered and analyzed. (Author)

  11. Numerical Simulation of a Solar Domestic Hot Water System

    An innovative transient numerical model is presented for the simulation of a solar Domestic Hot Water (DHW) system. The solar collectors have been simulated by using a zerodimensional analytical model. The temperature distributions in the heat transfer fluid and in the water inside the tank have been evaluated by one-dimensional models. The reversion elimination algorithm has been used to include the effects of natural convection among the water layers at different heights in the tank on the thermal stratification. A finite difference implicit scheme has been implemented to solve the energy conservation equation in the coil heat exchanger, and the energy conservation equation in the tank has been solved by using the finite difference Euler implicit scheme. Energy conservation equations for the solar DHW components models have been coupled by means of a home-made implicit algorithm. Results of the simulation performed using as input data the experimental values of the ambient temperature and the solar irradiance in a summer day are presented and discussed

  12. Numerical Simulation of a Solar Domestic Hot Water System

    Mongibello, L.; Bianco, N.; Di Somma, M.; Graditi, G.; Naso, V.

    2014-11-01

    An innovative transient numerical model is presented for the simulation of a solar Domestic Hot Water (DHW) system. The solar collectors have been simulated by using a zerodimensional analytical model. The temperature distributions in the heat transfer fluid and in the water inside the tank have been evaluated by one-dimensional models. The reversion elimination algorithm has been used to include the effects of natural convection among the water layers at different heights in the tank on the thermal stratification. A finite difference implicit scheme has been implemented to solve the energy conservation equation in the coil heat exchanger, and the energy conservation equation in the tank has been solved by using the finite difference Euler implicit scheme. Energy conservation equations for the solar DHW components models have been coupled by means of a home-made implicit algorithm. Results of the simulation performed using as input data the experimental values of the ambient temperature and the solar irradiance in a summer day are presented and discussed.

  13. Departmental plans of domestic wastes management - evaluation 2002; Plans departementaux d'elimination des dechets menager assimiles - bilan 2002

    NONE

    2004-03-01

    The departmental plans of domestic wastes management are official documents which manage the actions needed to realize the legislative and regulation objectives concerning the domestic wastes and related wastes. A first evaluation has been realized in 1997 for 47 edited plans. In the context of the new wastes policy a new evaluation has been realized by the ADEME in 2002 for 98 plans. It provides the methodology of the study, the analysis of the plans, the sites and management of wastes, economic data, the equipment and investments. (A.L.B.)

  14. Evaluation of a multifiltration water reclamation subsystem to reclaim domestic clothes wash water

    Hall, J. B., Jr.

    1973-01-01

    An evaluation has been performed of a multifiltration water reclamation subsystem to determine its capability to recover water from domestic clothes wash water. A total of 32.89 kg (72.5 lb) of clothes were washed during eight wash cycles which used 1.4 lb of detergent, 145 gallons of hot water and 133.9 gallons of cold water. Water recovered at a weighted average process rate of 3.81 gallons per hour met the majority of the 23 requirements established for potable water by the U.S. Public Health Service. Average power consumed during this evaluation was approximately 71 watt-hours per gallon of water recovered. Filter replacement, which was required primarily for the control of micro-organisms in the recovered water averaged 4.86 filters per 100 gallons of wash water processed. The subsystem removed approximately 98 percent and virtually 100 percent of the phosphates and surfactants, respectively, from the wash water.

  15. EnviroAtlas - Portland, ME -Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community domestic water use was calculated using local domestic water use per capita in gallons of water per day...

  16. The efficient role of aquatic plant (water hyacinth) in treating domestic wastewater in continuous system.

    Rezania, Shahabaldin; Din, Mohd Fadhil Md; Taib, Shazwin Mat; Dahalan, Farrah Aini; Songip, Ahmad Rahman; Singh, Lakhweer; Kamyab, Hesam

    2016-07-01

    In this study, water hyacinth (Eichhornia crassipes) was used to treat domestic wastewater. Ten organic and inorganic parameters were monitored in three weeks for water purification. The six chemical, biological and physical parameters included Dissolved Oxygen (DO), Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD), Ammoniacal Nitrogen (NH3-N), Total Suspended Solids (TSS), and pH were compared with the Interim National Water Quality Standards, Malaysia River classification (INWQS) and Water Quality Index (WQI). Between 38% to 96% of reduction was observed and water quality has been improved from class III and IV to class II. Analyses for Electricity Conductivity (EC), Salinity, Total Dissolved Solids (TDS) and Ammonium (NH4) were also investigated. In all parameters, removal efficiency was in range of 13-17th day (optimum 14th day) which was higher than 3 weeks except DO. It reveals the optimum growth rate of water hyacinth has great effect on waste water purification efficiency in continuous system and nutrient removal was successfully achieved. PMID:26684985

  17. Sorting and recycling of domestic waste. Review of occupational health problems and their possible causes.

    Poulsen, O M; Breum, N O; Ebbehøj, N; Hansen, A M; Ivens, U I; van Lelieveld, D; Malmros, P; Matthiasen, L; Nielsen, B H; Nielsen, E M

    1995-05-19

    In order to reduce the strain on the environment from the deposition of waste in landfills and combustion at incineration plants, several governments throughout the industrialized world have planned greatly increased recycling of domestic waste by the turn of the millennium. To implement the plans, new waste recycling facilities are to be built and the number of workers involved in waste sorting and recycling will increase steadily during the next decade. Several studies have reinforced the hypothesis that exposure to airborne microorganisms and the toxic products thereof are important factors causing a multitude of health problems among workers at waste sorting and recycling plants. Workers at transfer stations, landfills and incineration plants may experience an increased risk of pulmonary disorders and gastrointestinal problems. High concentrations of total airborne dust, bacteria, faecal coliform bacteria and fungal spores have been reported. The concentrations are considered to be sufficiently high to cause adverse health effects. In addition, a high incidence of lower back injuries, probably due to heavy lifting during work, has been reported among workers at landfills and incineration plants. Workers involved in manual sorting of unseparated domestic waste, as well as workers at compost plants experience more or less frequent symptoms of organic dust toxic syndrome (ODTS) (cough, chest-tightness, dyspnoea, influenza-like symptoms such as chills, fever, muscle ache, joint pain, fatigue and headache), gastrointestinal problems such as nausea and diarrhoea, irritation of the skin, eye and mucous membranes of the nose and upper airways, etc. In addition cases of severe occupational pulmonary diseases (asthma, alveolitis, bronchitis) have been reported. Manual sorting of unseparated domestic waste may be associated with exposures to large quantities of airborne bacteria and endotoxin. Several work functions in compost plants can result in very high exposure to airborne fungal spores and thermophilic actinomycetes. At plants sorting separated domestic waste, e.g. the combustible fraction of waste composed of paper, cardboard and plastics, the workers may have an increased risk of gastrointestinal symptoms and irritation of the eyes and skin. At such plants the bioaerosol exposure levels are in general low, but at some work tasks, e.g. manual sorting and work near the balers, exposure levels may occasionally be high enough to be potentially harmful. Workers handling the source-sorted paper or cardboard fraction do not appear to have an elevated risk of occupational health problems related to bioaerosol exposure, and the bioaerosol exposure is generally low.(ABSTRACT TRUNCATED AT 400 WORDS) PMID:7610383

  18. Distribution of coliform bacteria in waste water

    Dau Lal Bohra; Vikas Modasiya; Chandan Kumar Bahura

    2012-01-01

    Biological activity of water can be apparently judged by the colonization of bacteria (microbes). In order to find out the extent of pollution and the relationship between inorganic matters and microbiota, a quantitative and qualitative analysis of bacteria in various types of sewage waters, namely sewage water by the residential colonies (group I), industrial waste water (group II), sewage treatment hub (group III), unorganized collected waste water (group IV) and old residential waste colle...

  19. Impact of Training Program to Rationalize Consumption of Domestic Water Usages

    Mohammad Said Damanhouri

    2012-01-01

    Problem statement: Reducing water consumption in terms of scarcity of water in Jordan which needs to rationalize consumption of the domestic water usages by some families in Amman-Jordan. Approach: This study aimed to decrease water consumption in household usages and to involve and encouraging the pioneer students in voluntary efforts to reduce domestic water. The study sample consisted of 121 female students of Princessâ Alia University College represented 121 Jordanian families in Amman. T...

  20. Feasibility analysis of domestic solar water heating systems in Greece

    The excessive usage of fossil fuels has world-widely caused chain environmental consequences. An interesting solution to this problem is the systematic exploitation of available renewable energy sources, including solar energy. Greece is located in a major geographical region with an abundant and reliable supply of solar energy, even during the winter. In as much, one cannot disregard the significant dependency of the country on imported fuels, since almost 70% of its domestic energy consumption is covered by oil and natural gas imports. Despite the relative local sun abundance, during the last 10 years the local solar collectors market illustrates a sluggish behaviour, in comparison with the impressive numbers of sales during the 1980-1990 decade. At a first glance, such an occurrence characterizes a controversy. In an attempt to find a rational explanation of this peculiar situation, an integrated cost-benefit analysis is carried out taking into consideration the vast majority of the parameters affecting solar thermal energy production cost. The resulting numerical values are then compared with the corresponding ones coming from alternative hot-water production techniques. Accordingly, a quite extensive sensitivity analysis is carried out, in order to demonstrate the impact of the main techno-economic parameters on the fiscal behaviour of contemporary solar hot water production systems. The results obtained not only explain with sufficient accuracy the current local market situation but also demonstrate the specific actions that if realized they may boost solar collector sales in the corresponding local market. (author)

  1. Expert Meeting Report: Recommendations for Applying Water Heaters in Combination Space and Domestic Water Heating Systems

    Rudd, A.; Ueno, K.; Bergey, D.; Osser, R.

    2012-07-01

    The topic of this meeting was 'Recommendations For Applying Water Heaters In Combination Space And Domestic Water Heating Systems.' Presentations and discussions centered on the design, performance, and maintenance of these combination systems, with the goal of developing foundational information toward the development of a Building America Measure Guideline on this topic. The meeting was held at the Westford Regency Hotel, in Westford, Massachusetts on 7/31/2011.

  2. Endocrine disrupting chemical emissions from combustion sources: diesel particulate emissions and domestic waste open burn emissions

    Sidhu, Sukh; Gullett, Brian; Striebich, Richard; Klosterman, Joy; Contreras, Jesse; DeVito, Michael

    Emissions of endocrine disrupting chemicals (EDCs) from combustion sources are poorly characterized due to the large number of compounds present in the emissions, the complexity of the analytical separations required, and the uncertainty regarding identification of chemicals with endocrine effects. In this work, multidimensional gas chromatographic-mass spectrometry (MDGC-MS) was used to characterize emissions from both controlled (diesel engine) and uncontrolled (open burning of domestic waste) combustion sources. The results of this study suggest that, by using MDGC-MS, one can resolve a much greater percentage of the chromatogram and identify about 84% of these resolved compounds. This increase in resolution helped to identify and quantify various classes of polycyclic aromatic hydrocarbons (PAHs) in the combustion emissions that had not been identified previously. Significant emissions (when compared to industrial sources) of known EDCs, dioctyl phthalate (over ˜2,500,000 kg year -1) and bisphenol A (over ˜75,000 kg year -1) were estimated from uncontrolled domestic waste burning. Emissions of several suspected EDCs (oxygenated PAHs) were observed in both diesel soot and the uncontrolled domestic waste burn samples. The emission rates of known and suspected EDCs estimated in this study suggest that combustion emissions need to be characterized for EDCs to further assess its importance as a source of EDC exposure.

  3. Caffeine and pharmaceuticals as indicators of waste water contamination in wells

    Seiler, R.L.; Zaugg, S.D.; Thomas, J.M.; Howcroft, D.L.

    1999-01-01

    The presence of caffeine or human pharmaceuticals in ground water with elevated nitrate concentrations can provide a clear, unambiguous indication that domestic waste water is a source of some of the nitrate. Water from domestic, public supply, and monitoring wells in three communities near Reno, Nevada, was sampled to test if caffeine or pharmaceuticals are common, persistent, and mobile enough in the environment that they can be detected in nitrate-contaminated ground water and, thus, can be useful indicators of recharge from domestic waste water. Results of this study indicate that these compounds can be used as indicators of recharge from domestic waste water, although their usefulness is limited because caffeine is apparently nonconservative and the presence of prescription pharmaceuticals is unpredictable. The absence of caffeine or pharmaceuticals in ground water with elevated nitrate concentrations does not demonstrate that the aquifer is free of waste water contamination. Caffeine was detected in ground water samples at concentrations up to 0.23 ??g/L. The human pharmaceuticals chlorpropamide, phensuximide, and carbamazepine also were detected in some samples.

  4. EnviroAtlas - Domestic Water Demand by 12-Digit HUC for the Conterminous United States

    U.S. Environmental Protection Agency — This EnviroAtlas dataset includes domestic water demand attributes which provide insight into the amount of water currently used for indoor and outdoor residential...

  5. Glucoamylase production from food waste by solid state fermentation and its evaluation in the hydrolysis of domestic food waste

    Esra Uçkun Kiran

    2014-08-01

    Full Text Available In this study, food wastes such as waste bread, savory, waste cakes, cafeteria waste, fruits, vegetables and potatoes were used as sole substrate for glucoamylase production by solid state fermentation. Response surface methodology was employed to optimize the fermentation conditions for improving the production of high activity enzyme. It was found that waste cake was the best substrate for glucoamylase production. Among all the parameters studied, glucoamylase activity was significantly affected by the initial pH and incubation time. The highest glucoamylase activity of 108.47 U/gds was achieved at initial pH of 7.9, moisture content of 69.6% wt., inoculum loading of 5.2×105 cells/gram substrate (gs and incubation time of 6 d. The enzyme preparation could effectively digest 50% suspension of domestic food waste in 24 h with an almost complete saccharification using an enzyme dose of only 2U/g food waste at 60°C.

  6. Investigating the Effectiveness of Ultraviolet (UV) Water Purification as Replacement of Chlorine Disinfection in Domestic Water Supply

    Olaoye; Adedayo Ayodele; Adegbola; Rebecca Adepate

    2012-01-01

    Domestic water supply to residential buildings through hand-dug wells has been widely accepted as a reliable substitute to government owned municipal water supply system in Nigeria. This Paper investigates theeffectiveness of Ultraviolet (UV) Water Sterilizers as a suitable replacement of chlorine disinfection in the removal of microbiological contaminants in domestic water supply. Water from an established contaminated well in Ogbomoso, Nigeria, were subjected, simultaneously and in parallel...

  7. Actual problems of municipal cleaners waste waters

    Konko¾ová Patrícia

    2000-01-01

    In paper are evaluated social and economical changes in water economy with emphasis on complex evaluation of municipal cleaners waste waters with respect of legislative, position of ownerskip relationskips and financial security of public experiences of water economy.

  8. Sustainable treatment of municipal waste water

    Hansen, Peter Augusto; Larsen, Henrik Fred

    The main goal of the EU FP6 NEPTUNE program is to develop new and improve existing waste water treatment technologies (WWTT) and sludge handling technologies for municipal waste water, in accordance with the concepts behind the EU Water Framework Directive. As part of this work, the project will...... treatment technologies are to be assessed. This paper will present the first LCA results from running existing life cycle impact assessment (LCIA) methodology on some of the waste water treatment technologies. Keywords: Sustainability, LCA, micropollutants, waste water treatment technologies........e. heavy metals, pharmaceuticals and endocrine disruptors) in the waste water. As a novel approach, the potential ecotoxicity and human toxicity impacts from a high number of micropollutants and the potential impacts from pathogens will be included. In total, more that 20 different waste water and sludge...

  9. Promising freeze protection alternatives in solar domestic hot water systems

    Bradley, D.E.

    1997-12-31

    Since the gains associated with solar thermal energy technologies are comparatively small in relation to the required capital investment, it is vital to maximize conversion efficiency. While providing the necessary function of freeze protection, the heat exchanger commonly included in solar domestic water heating systems represents a system inefficiency. This thesis explores two alternate methods of providing freeze protection without resorting to a heat exchanger. Commonly, collectors are made of rigid copper tubes separated by copper or aluminum fins. Cracking damage can occur when water is allowed to freeze and expand inside the non compliant tubes. The possibility of making collectors out of an elastic material was investigated and shown to be effective. Since unlike copper, elastomers typically have low thermal conductivities, the standard collector performance prediction equations do not apply. Modified thermal performance prediction equations were developed which can be used for both low and high thermal conductivity materials to provide accurate predictions within a limited range of plate geometries. An elastomeric collector plate was then designed and shown to have comparable performance to a copper plate collector whose aperture area is approximately 33% smaller. Another options for providing freeze protection to an SDHW system is to turn it off during the winter. Choosing a three-season operating period means two things. First, the system will have different optimums such as slope and collector area. Second, the wintertime solar energy incident on the collector is unavailable for meeting a heating load. However, the system`s heat exchanger becomes unnecessary and removing it increases the amount of energy that arrives at the storage tank during those periods in which the system is operating.

  10. Feasibility analysis of domestic hot water systems using TRNSYS

    A study was conducted in which 17 conventional and solar-based domestic hot water (DHW) systems were simulated using the TRYNSYS simulation model, and their results were compared. According to Natural Resources Canada, DHW heating currently accounts for 25 per cent of Canadian residential energy consumption and 25 per cent of Canadian residential greenhouse gas (GHG) emissions. The objective of this simulation study was to investigate the fuel consumption of DHW systems, their GHG emissions and 30-year life cycle costs. Another aspect of the study was to model and analyze the effect of time of use (TOU) electricity pricing which was developed by the Ontario Energy Board (OEB) to provide stable and predictable electricity pricing. TOU electricity pricing also promotes energy conservation. In addition, the TOU electricity price charged per kilowatt-hour changes throughout the day to reflect the changes in cost to produce electricity at different times of the day. The Ontario government plans to equip all homes and businesses with smart meters using TOU pricing by 2010. Therefore, this study also investigated the effects of the TOU feature by optimizing its use in the effort to reduce overall energy costs and greenhouse gas (GHG) emissions. The results revealed that a DHW system with solar pre-heat and electrical back-up is the best system for energy conservation and GHG reduction. The best system in terms of 30-year life cycle cost is a high efficiency DHW system with an on demand modulating gas combo boiler with gray water heat recovery. 23 refs., 7 tabs., 8 figs

  11. BIOLOGICAL NITRIFICATION OF WASTE WATER

    P. B. N. Lakshmi Devi

    2014-11-01

    Full Text Available Nitrification has been studied extensively as a result of its significance within the biological process and at intervals the necessity for treatment of waste water. In the last decade, the treatment of high ammonical concentration effluents has become a matter of nice interest. Many effluents will contain some hundred milligrams of nitrogen per liter (supernatants from anaerobic digestion, lechates from municipal water, etc. may have specific treatment before utilization them to the plant recycling process. Sometimes this reaction is applied by maintaining robust ammonical concentrations which have the role of inhibiting the nitrite – oxidizing population responsible for the reaction of nitrites into nitrates (final stage of nitrification. However the nitrification methods served as a very important basis for the development of today understands and mathematical models for several waste treatment processes (activated sludge process using biofilm reactors and self – purification in rivers. Often nitrogen removal from sea wastewater is problematic due to the low rate of bacteria concerned. Immobilization is an economical technique to retain slow growing organisms in continuous flow reactors. Immobilized cells can be classified into “naturally” attached cells (biofilms and “artificially” immobilized cells. The simultaneous nitrification and denitrification within the step feeding biological nitrogen removal method were investigated below different inflowing substrate and aeration flow rates. The experimental results showed that there was additionally linear relationship between simultaneous nitrification and denitrification and DO concentration below the conditions of low and high aeration rate.

  12. The effect of waste water treatment on river metal concentrations: removal or enrichment?

    2011-01-01

    Purpose Discharge of untreated domestic and industrial waste in many European rivers resulted in low oxygen concentrations and contamination with trace metals, often concentrated in sediments. Under these anoxic conditions, the formation of insoluble metal sulfides is known to reduce metal availability. Nowadays, implementation of waste water treatment plants results in increasing surface water oxygen concentrations. Under these conditions, sediments can be turned from a trace metal sink int...

  13. The effect of waste water treatment on river metal concentrations: removal or enrichment?

    Teuchies, J.; Bervoets, L.; T. J. S. Cox; P. Meire; De Deckere, E.

    2011-01-01

    Purpose Discharge of untreated domestic and industrial waste in many European rivers resulted in low oxygen concentrations and contamination with trace metals, often concentrated in sediments. Under these anoxic conditions, the formation of insoluble metal sulfides is known to reduce metal availability. Nowadays, implementation of waste water treatment plants results in increasing surface water oxygen concentrations. Under these conditions, sediments can be turned from a trace metal sink into...

  14. Emerging Forms of Social Action in Urban Domestic Water Supply in South Africa and Zimbabwe

    Emmanuel Manzungu; Lewis Jonker; Egness Madaka; Zandile Naka; Ellen Sithole; Vupenyu Dzingirai

    2013-01-01

    This paper compares and contrasts emerging forms of social action in urban domestic water supply in South Africa and Zimbabwe. Both countries represent transitional societies that are facing challenges of providing clean and safe domestic water to the black majority population, which for decades was denied basic social services because of a racist ideology. In the first instance the paper assesses whether there exists a constitutional provision that guarantees the right to water. It then turn...

  15. From awareness to action in sustainable waste management : a case study on waste reduction education to foreign domestic helpers in Hong Kong

    So, Yin-fong, Yvonne; 蘇燕芳

    2013-01-01

    Solving the waste problem is one of the most challenging environmental missions for Hong Kong. Currently, the amount of waste generated has reached an unsustainable level. Hong Kong’s domestic waste disposal rate is significantly higher than other international cities like Tokyo, Taipei City and Seoul. With present trends, this mounting waste has been filled up the three landfill sites at a rate much faster than anticipated. Hong Kong SAR Government is hoping to expand the landfill site and b...

  16. Waste Water Disinfection Utilizing Ultraviolet Light

    C.N. Ibeto; Mgbenka, B.O.; N.F. Oparaku

    2011-01-01

    3, NO3, NO2 and NH3 were determined using water analysis kit by Hague while the microbial analysis was carried out using the MacConkey agar plate. The UV disinfection method was found suitable for treatment of waste water. This is obvious since the treated sample of water had lower coliform count than the other waste water samples. The favourable quality of the UV disinfected water was also observed in its improved chemical properties especially ammonia and dissolved oxygen.

  17. Domestic waste recycling, collective action and economic incentive: the case in Hong Kong.

    Yau, Yung

    2010-12-01

    Efficacy of waste recycling is one of the key determinants of environmental sustainability of a city. Like other pro-environmental activities, waste recycling cannot be successfully accomplished by just one or two people, but only by a concerted effort of the community. The collective-action dilemma creates a common underlying difficulty in formulating workable solutions to many environmental problems. With a view to the non-excludability of the outcome, rationality drives people to free-ride efforts of others in waste recycling. To solve this free-rider problem, some scholars suggest the use of economic incentive. This article attempts to study the impacts of reward schemes on waste recycling behaviour of residents in 122 private housing estates in Hong Kong. The study is differentiable from the others as the latter mainly focus on domestic waste recycling in low-rise low-density housing while this one looks into the same in a high-rise high-density residential setting. According to the results of analyses on a set of aggregate data, reward schemes are found to have a significant positive relationship with the per-household weight of recyclables collected, keeping other things constant. The research findings suggest that economic incentives do work in promoting waste recycling in Hong Kong. Practical and policy implications follow. PMID:20619628

  18. TREATMENT OF DOMESTIC WASTEWATER IN SHALLOW WASTE STABILIZATION PONDS FOR AGRICULTURAL IRRIGATION REUSE

    Valderi Duarte Leite

    2009-12-01

    Full Text Available Waste stabilization ponds are a well established wastewater treatment system being considered by World Health Organization as one of the most appropriated technology for domestic wastewater when agricultural reuse is considered, especially in developing countries. This study was performed in a series of pilot-scale stabilization ponds, being one facultative and three maturation ponds, with depths varying from 0.44 to 0.57 m. The substrate to be treated was composed of a mixture of domestic wastewater and previously anaerobicaly treated leachate. The experimental system was monitored in two different phases, in which the hydraulic retention times were 15 (phase 1 and 10 days (phase 2. Termotolerant coliform removal efficiencies were 3.8 log10 units in both phases while organic matter (BOD5 removal was 87 and 68% for phases 1 and 2, respectively.

  19. Domestic water uses: Characterization of daily cycles in the north region of Portugal

    Nowadays, there is an increasing discussion among specialists about water use efficiency and the best measures to improve it. In Portugal, there have been a few attempts to expand the implementation of in situ water reuse projects. However, there is a lack of information about indoor water uses and how they are influenced by sociodemographic characteristics. There are several studies that investigate per capita global water usage, but the partitioning of this volume per domestic device and daily cycles is yet unknown. Identified as one of the key questions in sustainable building design, the water end-use is of primary importance to the design of hydraulic networks in buildings. In order to overcome this lack, a quantitative characterization of daily water uses for each domestic device was performed, based on a weekly monitoring program in fifty-two different dwellings in the northern region of Portugal (Vila Real, Valpaços and Oporto). For forty of them, each water usage of different domestic devices of each dwelling was recorded. At the same time, the remaining twelve dwellings were also monitored in order to register the volume of water consumed in each utilization of each domestic device. This paper presents the results of this complete monitoring program, using collected data to establish indoor water use patterns for each domestic device, aiming to support a more realistic approach to residential water use. The daily cycles in the different cities, where the monitoring program was performed, are also presented, in order to evaluate possible influences of sociodemographic characteristics. - Highlights: • This paper presents a method to find out the pattern of water use in dwellings. • The number of uses per person a day, by domestic device, is presented. • The volume spent per type of use by domestic device is presented. • The daily cycles per domestic device are presented. • Sociodemographic characteristics seem to affect the daily cycles

  20. Domestic wash water reclamation for reuse as commode water supply using filtration: Reverse-osmosis separation technique

    Hall, J. B., Jr.; Batten, C. E.; Wilkins, J. R.

    1974-01-01

    A combined filtration-reverse-osmosis water recovery system has been evaluated to determine its capability to reclaim domestic wash water for reuse as a commode water supply. The system produced water that met all chemical and physical requirements established by the U.S. Public Health Service for drinking water with the exception of carbon chloroform extractables, methylene blue active substances, and phenols. It is thought that this water is of sufficient quality to be reused as commode supply water. The feasibility of using a combined filtration and reverse-osmosis technique for reclaiming domestic wash water has been established. The use of such a technique for wash-water recovery will require a maintenance filter to remove solid materials including those less than 1 micron in size from the wash water. The reverse-osmosis module, if sufficiently protected from plugging, is an attractive low-energy technique for removing contaminants from domestic wash water.

  1. Features of waste water quality in Zongguan water plant

    Hadi Naba Shakir

    2008-01-01

    This paper takes waste water from Zongguan waterworks as a research object. The waste water was monitored consecutively and found that: the SS of waste water was more than 90 times of which in original water, COD was more than 30 times, and Fe was 58 times. The SS and turbidness showed no linear relation except when they were lower. The SS and Fe accord with linearity relation was better. The difference between waste water that from overhead crane at the beginning and in the end was wide. Alt...

  2. A Primer on Waste Water Treatment.

    Department of the Interior, Washington, DC. Federal Water Pollution Control Administration.

    This information pamphlet is for teachers, students, or the general public concerned with the types of waste water treatment systems, the need for further treatment, and advanced methods of treating wastes. Present day pollution control methods utilizing primary and secondary waste treatment plants, lagoons, and septic tanks are described,…

  3. Amplification of thermostable lipase genes fragment from thermogenic phase of domestic waste composting process

    Nurhasanah, Nurbaiti, Santi; Madayanti, Fida; Akhmaloka

    2015-09-01

    Lipases are lipolytic enzymes, catalyze the hydrolysis of fatty acid ester bonds of triglycerides to produce free fatty acids and glycerol. The enzyme is widely used in various fields of biotechnological industry. Hence, lipases with unique properties (e.g.thermostable lipase) are still being explored by variation methods. One of the strategy is by using metagenomic approach to amplify the gene directly from environmental sample. This research was focused on amplification of lipase gene fragment directly from the thermogenic phase of domestic waste composting in aerated trenches. We used domestic waste compost from waste treatment at SABUGA, ITB for the sample. Total chromosomal DNA were directly extracted from several stages at thermogenic phase of compost. The DNA was then directly used as a template for amplification of thermostable lipase gene fragments using a set of internal primers namely Flip-1a and Rlip-1a that has been affixed with a GC clamp in reverse primer. The results showed that the primers amplified the gene from four stages of thermogenic phase with the size of lipase gene fragment of approximately 570 base pairs (bp). These results were further used for Denaturing Gradient Gel Electrophoresis (DGGE) analysis to determine diversity of thermostable lipase gene fragments.

  4. Onsite Waste Water Treatment System

    T. Subramani

    2014-06-01

    Full Text Available Onsite wastewater treatment systems (OWTSs have evolved from the pit privies used widely throughout history to installations capable of producing a disinfected effluent that is fit for human consumption. Although achieving such a level of effluent quality is seldom necessary, the ability of onsite systems to remove settles able solids, floatable grease and scum, nutrients, and pathogens. From wastewater discharges defines their importance in protecting human health and environmental resources. In the modern era, the typical onsite system has consisted primarily of a septic tank and a soil absorption field, also known as a subsurface wastewater infiltration system, or SWIS. In this manual, such systems are referred to as conventional systems. Septic tanks remove most settle able and floatable material and function as an anaerobic bioreactor that promotes partial digestion of retained organic matter. Septic tank effluent, which contains significant concentrations of pathogens and nutrients, has traditionally been discharged to soil, sand, or other media absorption fields (SWISs for further treatment through biological processes, adsorption, filtration, and infiltration into underlying soils. Conventional systems work well if they are installed in areas with appropriate soils and hydraulic capacities; designed to treat the incoming waste load to meet public health, ground water, and surface water performance standards; installed properly; and maintained to ensure long-term performance. These criteria, however, are often not met. Only about one-third of the land area in the United States has soils suited for conventional subsurface soil absorption fields. System densities in some areas exceed the capacity of even suitable soils to assimilate wastewater flows and retain and transform their contaminants. In addition, many systems are located too close to ground water or surface waters and others, particularly in rural areas with newly installed public water lines, are not designed to handle increasing wastewater flows.

  5. Spectrographic analysis of waste waters

    The Influence of sodium and calcium, up to a maximum concentration of 1000 mg/1 Na and 300 mg/1 Ca, in the spectrographic determination of Cr, Cu, Fe,Mn and Pb in waste waters using graphite spark excitation has been studied. In order to eliminate this influence, each of the elements Ba, Cs, In, La, Li, Sr and Ti, as well as a mixture containing 5% Li-50% Ti, have been tested as spectrochemical buffers. This mixture allows to obtain an accuracy better than 25%. Sodium and calcium enhance the line intensities of impurities, when using graphite or gold electrodes, but they produce an opposite effect if copper or silver electrodes are used. (Author) 1 refs

  6. Management of domestic solid wastes at the Akwapim South Municipality: a case study

    The key findings of a solid waste characterization study conducted at Nsawam and Adoagyiri of the Akwapim South Municipality are reported. Household waste generated by a number of residents of these two important towns of the Municipality, were collected through a two-way stratification based on differences in income levels and class of residential areas over a 12- week period, between December 2007 and March 2008. A total of 24 collections were made and about 2319 kg of household solid wastes were collected, weighed and classified according to the various components of the waste streams after thoroughly sorting the waste. Each component of the waste stream (i.e. organic, paper, plastics, metals/cans, textiles, glass, inert materials/residues and miscellaneous components) was then reweighed and the weights recorded. Information on demographics such as household size, characteristics and detailed information on household waste management practices of the study areas were obtained through a self administered questionnaire. Other physico-chemical characteristics of the collected household solid waste such as moisture content, density and volumes and heavy metals were measured. The average waste composition from Nsawam were 62% organic component, 7% paper and card component, 8% plastic and rubber component, 1 % glass component, 3% metal/can component, 2% textile component, 14% residues or inert materials and 3% miscellaneous or other waste component. However, for Adoagyiri, average composition revealed 50% organic component, 10% paper component, 12% plastics and rubber, 3% glass, 4% metal, 2 % textile, 15% residues or inert materials and 4% miscellaneous or other waste. The study also sought to examine the extent to which household demographics influenced waste stream character. Physico-chemical analysis was also conducted on composite samples of domestic solid waste from the two towns. The results of this analysis yielded information on the compostable and combustible proportions of the waste, moisture content, and elemental concentrations of the wastes. The range of compostable proportions was 42-44% whereas the range of the combustible proportions was 39-45%. The moisture content range was 49.6% - 60.0%. The analysis of metal ions concentrations in composite samples of household solid organic waste, plastic and paper waste were done using instrumental neutron activation analysis (INAA) for (Ca, K, Mg, Na, Cu, Mn, Al, Cl, V ) and atomic absorption spectroscopy (AAS) for (Fe, Ni, Pb, Co, Cr and Cd). Higher average concentrations of 3.79μg/g and 0.35μg/g were recorded for Pb and Cd respectively in organic waste stream component as compared to 3.48μg/g and 0.32μg/g in paper/cardboard waste stream and 0.66μg/g and 0.32μg/g in rubber/plastic waste stream components respectively. These values are comparable to literature values (au).

  7. Waste water from dewatering of peat

    The influence of waste water from mechanical dewatering of peat was tested on two species of stream invertebrates. We compared the effects of waste water from peat without any chemical treatment, and waste water from peat where one of the following treatments of the peat had preceded dewatering; a: acidification combined with addition of the cationic polymer Zetag 78 FS40, b: addition of aluminium in combination with the anionic polymer Magnafloc E10, c: polymerisation of the peat by acidification and addition of ferrous chloride and hydrogen peroxide. Waste water from Al/Magnafloc and from the polymerisation treatments had a higher content of suspended matter and a higher oxygen demand than those of other treatments. Total metal content of the water from all treatments was higher than in water from non-treated peat. Survival and growth of nymphs of the mayfly Heptagenia fuscogrisa and the stonefly Nemoura cinerea were compared in waste water from the different treatments. In all tests, the waste water was diluted to 5% (volume) with unchlorinated tapwater and pH was between 7.0-8.0 in all treatments during the experiment. The nymphs were fed with birch leaves that had been incubated in natural stream water for one month. Under these conditions, we did not find any significant effect of waste water on either survival or growth of these two species

  8. Biological cleaning method for radioactive waste water

    Depending on the size of power plants, the waste water consisting of laundry drains and rinsing liquids from the nuclear laundry and the wash rooms within the controlled area may vary between some hundred and some thousand cubic meters. Common practice so far for water cleaning is careful filtration/sedimentation for extraction of radioactive substances, and subsequent discharge into the draining body. If radioactivity removal is insuffient, the water is evaporated for enhancing purification. The paper describes a biological method developed at the Gundremmingen reactor station. The organic matter in the waste water is removed by bacterial biodegradation, boosted by air. The time required for waste water treatment in the collecting tanks of the power plant for removal of the washing agents is approx. 10 hours, and the resulting waste water is then filtered for radioactivity removal from the water, which in the absence of detergents is much more efficient. (orig./CB)

  9. Environmental sustainability of waste water ozonation

    Larsen, Henrik Fred; Hansen, Peter Augusto

    The EU FP6 NEPTUNE project is related to the EU Water Framework Directive and the main goal is to develop new and optimize existing waste water treatment technologies (WWTT) and sludge handling methods for municipal waste water. Besides nutrients, a special focus area is micropollutants (e.g. pha...... whole effluent toxicity have been developed. About 15 different waste water and sludge treatment technologies (or combinations) have been assessed. This paper will present the LCA results from running the induced versus avoided impact approach on one of the WWTTs, i.e. ozonation....

  10. Environmental sustainability of ozonating municipal waste water

    Larsen, Henrik Fred; Hansen, Peter Augusto

    The EU FP6 NEPTUNE project is related to the EU Water Framework Directive and the main goal is to develop new and optimize existing waste water treatment technologies (WWTT) and sludge handling methods for municipal waste water. Besides nutrients, a special focus area is micropollutants (e.g. pha...... total more that 20 different waste water and sludge treatment technologies are to be assessed. This paper will present the preliminary LCA results from running the induced versus avoided impact approach (mainly based on existing LCIA methodology) on one of the WWTTs, i.e. ozonation....

  11. Optimization of PWR waste water treatment

    The Waste Policy Amendments Act of 1985 has mandated specific volume limitations for waste generators and disposal sites. This, combined with increasing cost, has caused added emphasis to be placed on waste minimization and volume reduction. Since waste streams, as well as technical specifications for water release or re-use, differ from plant to plant, this effort to minimize and reduce waste must be site specific. Over the past several years, numerous water treatment technologies have become available and have resulted in reduced waste generation. This paper discusses the combination of various technologies Chem-Nuclear Systems, Inc. has applied to process Indian Point II's liquid waste streams, resulting in effective waste reduction program. Included in this discussion is the station's waste reduction program history, actions and results illustrated by the change from evaporation to state-of-the-art liquid waste processing. The paper demonstrates that the Indian Point experience has direct application to other PWRs in the areas of: (1) attempting to achieve the desired results through in-plant systems, (2) evaporator availability, (3) dealing with a waste stream which fluctuates over a broad spectrum and (4) changing from total waste recovery to discharge

  12. Lyophilization for Water Recovery From Solid Waste

    Flynn, Michael; Litwiller, Eric; Reinhard, Martin

    2003-01-01

    This abstract describes the development of a solid waste treatment system designed for a near term human exploration mission. The technology being developed is an energy- efficient lyophilization technique that recovers water from spacecraft solid waste. In the lyophilization process water in an aqueous waste is frozen and then sublimed, resulting in the separation of the waste into a dried solid material and liquid water. This technology is ideally suited to applications where water recovery rates approaching 100% are desirable but production of CO, is not. Water contained within solid wastes accounts for approximately 3% of the total water balance. If 100% closure of the water loop is desired the water contained within this waste would need to be recovered. To facilitate operation in microgravity thermoelectric heat pumps have be used in place of traditional fluid cycle heat pumps. A mathematical model of a thermoelectric lyophilizer has been developed and used to generate energy use and processing rate parameters. The results of laboratory investigations and discussions with ALS program management have been used to iteratively arrive at a prototype design. This design address operational limitations which were identified in the laboratory studies and handling and health concerns raised by ALS program management. The current prototype design is capable of integration into the ISS Waste Collection System.

  13. Integrated waste and water management system

    Murray, R. W.; Sauer, R. L.

    1986-01-01

    The performance requirements of the NASA Space Station have prompted a reexamination of a previously developed integrated waste and water management system that used distillation and catalytic oxydation to purify waste water, and microbial digestion and incineration for waste solids disposal. This system successfully operated continuously for 206 days, for a 4-man equivalent load of urine, feces, wash water, condensate, and trash. Attention is given to synergisms that could be established with other life support systems, in the cases of thermal integration, design commonality, and novel technologies.

  14. How mixing during hot water draw-offs influence the thermal performance of small solar domestic hot water systems

    Furbo, Simon; Shah, Louise Jivan

    2005-01-01

    extent of mixing is increasing for increasing tank diameter. Further, calculations of the yearly thermal performance of small solar domestic hot water systems with hot water tanks with different mixing rates during hot water draw-offs were carried out. Both solar domestic hot water systems with mantle...... decreased auxiliary volume in the tanks and an increased height/diameter ratio of the tanks will increase the thermal performance of the systems. The investigations showed further, that mixing during hot water draw-offs decreases the thermal performance of solar domestic hot water systems. The mixing...... tanks and with spiral tanks were investigated. Tanks with different volumes, auxiliary volumes and height/diameter ratios were considered. The investigations showed that the thermal performance of systems with mantle tanks is higher than the thermal performance of systems with spiral tanks, and that a...

  15. Energy from waste water and sewage sludge

    Fleckseder, H.

    1982-07-01

    It is discussed how to reduce liquid wastes from paper industry coinciding with rising of industrial process efficiency. Beyond it, the water power of the river Salzach forming the border of Austria and Bavaria could be more exploited if water quality gets better. For both aims, improving water quality and energy conservation, it is also discussed to generate power from industrial and municipal waste water by using sewage gas for fuel. The low population equivalence (ca. 300,000) of water treatment company in Salzburg does not yet promise profitable operation.

  16. Net energy analysis of domestic solar water heating installations in operation

    HERNANDEZ Patxi; Kenny, Paul

    2012-01-01

    The potential of solar water heating systems to reduce domestic energy use is frequently acknowledged. However there are two factors that are rarely discussed when studying this technology. Firstly the real performance of the installed systems in operation, and secondly a life cycle perspective of its energy use. These two issues are reviewed in this paper, and a field study in Ireland is also presented. In the review, some studies show that measured real performance of domestic s...

  17. Simulation of the Effect of Water Temperature on Domestic Biomass Boiler Performance

    Pablo Eguía; Miguel A. Álvarez Feijoo; Roberto Comesaña; Gómez, Miguel A.

    2012-01-01

    This paper presents a methodology to simulate the combustion of fixed beds of biomass particles using computational fluid dynamics (CFD) techniques. The models presented were used in the simulation of a domestic pellet boiler working under operating conditions and the model predictions were compared with measurements of heat transfer, temperature and species concentration. The same procedure was then used to simulate the same domestic boiler working with different values of water temperature ...

  18. Domestic rooftop water harvesting (DRWH)- A case study

    Arun Kumar Dwivedi; Sudhir Singh Bhadauria

    2009-01-01

    Although water is as important for survival of human being as much as food, air etc., but hardly any attention is paid for its economical use and conservation of this precious resource. Due to indiscriminate pumping of ground water, the water table is going down abnormally and if the problem is not given a serious look, then the future generations may have to face severe crisis of water. Rains are the main source of water and if rain water is harvested, the scarcity of water can be eliminated...

  19. Use of Industrial Waste Water for Agricultural Purpose: Pb and Cd in Vegetables in Bikaner City, India

    Rajendra Singh; R. S. Verma; Yogita Yadav

    2012-01-01

    Shortage of irrigation water resources is leading to the use of domestic and industrial waste water in agriculture. esp. in urban areas. Being contaminated by metals and various toxic chemicals these waste waters leads to the exposure of heavy metals and hazardous chemicals and the subsequent human health hazards through agriculture products and live stocks. Increasing cases of cancer and kidney problems is also related with this aspect. In present study human health risk assessment taken in ...

  20. Predicted impact of power coastdown operations on the water chemistry for two domestic boiling water reactors

    A theoretical model was adapted to evaluate the impact of power coastdown on the water chemistry of two commercial boiling water reactors (BWRs) in this work. In principle, the power density of a nuclear reactor upon a power level decrease would immediately be lowered, followed by water chemistry variations due to reduced radiolysis of water and extended coolant residence times in the core and near-core regions. It is currently a common practice for commercial BWRs to adopt hydrogen water chemistry (HWC) for corrosion mitigation. The optimal feedwater hydrogen concentration may be different after a power coastdown is implemented in a BWR. A computer code DEMACE was used in the current study to investigate the impact of various power coastdown levels on major radiolytic species concentrations and electrochemical corrosion potential (ECP) behavior of components in the primary coolant circuit of two domestic reactors operating under either normal water chemistry or HWC. Our analyses indicated that under a rated core flow rate the oxidizing species concentrations and the ECP did not vary monotonously with decreases in reactor power level at a fixed feedwater hydrogen concentration. In particular, ECP variations basically followed the patterns of hydrogen peroxide in the select regions and exhibited high values at power levels of 95% and 90% for Chinshan-1 and Kuosheng-1, respectively. (author)

  1. Measure Guideline: Combination Forced-Air Space and Tankless Domestic Hot Water Heating Systems

    Rudd, A.

    2012-08-01

    This document describes design and application guidance for combination space and tankless domestic hot water heating systems (combination systems) used in residential buildings, based on field evaluation, testing, and industry meetings conducted by Building Science Corporation. As residential building enclosure improvements continue to drive heating loads down, using the same water heating equipment for both space heating and domestic water heating becomes attractive from an initial cost and space-saving perspective. This topic is applicable to single- and multi-family residential buildings, both new and retrofitted.

  2. Measure Guideline. Combination Forced-Air Space and Tankless Domestic Hot Water Heating Systems

    Rudd, Armin [Building Science Corporation Industry Team (BSC), Somerville, MA (United States)

    2012-08-01

    This document describes design and application guidance for combination space and tankless domestic hot water heating systems (combination systems) used in residential buildings, based on field evaluation, testing, and industry meetings conducted by Building Science Corporation. As residential building enclosure improvements continue to drive heating loads down, using the same water heating equipment for both space heating and domestic water heating becomes attractive from an initial cost and space-saving perspective. This topic is applicable to single- and multi-family residential buildings, both new and retrofitted.

  3. Determination of uranium concentration in domestic water samples by fission track method

    The sensitive and simple fission track detection technique using a dry method with Melinex-0 plastic track detector was applied for the determination of uranium concentration in samples of domestic water supply plants collected from different states of India, namely West Bengal, Uttar Pradesh, Rajasthan, Punjab and Delhi. The analyses show that uranium concentration of water samples collected from different types of domestic water supply plants varies from 0.6+-0.02 to 19.2+-0.6 μg/l. The present investigations may be useful from the point of view of radiation hygiene. (author) 15 refs.; 1 tab

  4. Waste water management in radiation medicine laboratories

    A new building has been used since 1983 in the department of radiation medicine of Suzhou Medical College. Management, processing facilities, monitoring, discharge and treatment of 147Pm contaminated waste water are reported

  5. Development of Standardized Domestic Hot Water Event Schedules for Residential Buildings

    Hendron, R.; Burch, J.

    2008-08-01

    The Building America Research Benchmark is a standard house definition created as a point of reference for tracking progress toward multi-year energy savings targets. As part of its development, the National Renewable Energy Laboratory has established a set of domestic hot water events to be used in conjunction with sub-hourly analysis of advanced hot water systems.

  6. Water quality effects of herded stream crossings by domestic sheep bands

    On rangelands, free-ranging or loosely-herded domestic sheep tend not to linger in shrub-dominated riparian areas thus limiting their impacts on stream water quality. The water quality effects when sheep are tightly-herded during stream crossings, however, are largely unknown. In this study, downs...

  7. Hanford 200 area (sanitary) waste water system

    The US Department of Energy (DOE) Hanford Site is located in southeastern Washington State. The Hanford Site is approximately 1,450 sq. km (560 sq. mi) of semiarid land set aside for activities of the DOE. The reactor fuel processing and waste management facilities are located in the 200 Areas. Over the last 50 years at Hanford dicard of hazardous and sanitary waste water has resulted in billions of liters of waste water discharged to the ground. As part of the TPA, discharges of hazardous waste water to the ground and waters of Washington State are to be eliminated in 1995. Currently sanitary waste water from the 200 Area Plateau is handled with on-site septic tank and subsurface disposal systems, many of which were constructed in the 1940s and most do not meet current standards. Features unique to the proposed new sanitary waste water handling systems include: (1) cost effective operation of the treatment system as evaporative lagoons with state-of-the-art liner systems, and (2) routing collection lines to avoid historic contamination zones. The paper focuses on the challenges met in planning and designing the collection system

  8. Perfluorooctane surfactants in waste waters, the major source of river pollution.

    Becker, Anna Maria; Gerstmann, Silke; Frank, Hartmut

    2008-05-01

    Perfluorooctanoate (PFOA) and perfluorooctane sulfonate (PFOS) are persistent and widely distributed in the environment. Recently, the discharge of municipal waste water has been shown to be an important route of such perfluoroalkyl surfactants into the aquatic environment. The aim of this study was to assess the mass flow of PFOA and PFOS from typical waste water treatment plants (WWTPs) into surface waters. Samples were collected at different stages of treatment of four WWTPs in Northern Bavaria, Germany, and from the rivers receiving the treated waste waters (WW). The outflow of PFOA from the WWTPs to the rivers was 20-fold higher than the inflow to the plants; about a tenth was removed with the sludge. For PFOS, the increase from inlet to outlet was about 3-fold; almost half of it was retained in the sludge. Both surfactants were released into river water from the WWTP of a medium-sized city with domestic, industrial and commercial waste waters; in domestic waste waters the surfactants were found at much lower levels. PMID:18291438

  9. Water and waste water management Generation Victoria - Latrobe Valley

    Water is a necessary resource for coal fired power plant and waste water is generated. The efficient management of water and waste water systems becomes an important operational environmental factor. This paper describes the development and implementation of a ten year water and waste water management strategy for the Latrobe Valley Group of brown coal fired power stations in Victoria. In early 1991, a team was put together of representatives from each power site to develop the strategy entitled 'SECV Latrobe Valley Water and Wastewater Management Strategy'. The strategy was developed with extensive public consultation, which was a factor in protracting the process such that the final document was not promulgated until late 1992. However, the final comprehensive document endorsed and agreed by management, has since attracted favourable comment as a model of its type. (author). 2 figs

  10. Processing waste water in zeolite manufacture

    Barsukov, V.V.; Shumovskii, A.V.; Akopyants, T.V.

    1987-07-01

    The work reported here was aimed at developing a zero-waste technology for processing waste water with this composition. The authors performed experiments to determine the conditions required for the most nearly completely recovery of aluminum from the waste water so as to obtain a solution of practically pure sodium sulfate, for which processing schemes are already available. The waste water processing scheme includes the following: neutralization of excess caustic by acidification with aluminum sulfate to pH 7-8, filtration to remove solid contaminants and the aluminum hydroxide that has been formed, concentration of the filtrate (sodium sulfate solution) to 50-60 g/liter, evaporation of the preconcentrated sodium sulfate solution to a final concentration of 200 g/liter, and spray-drying to obtain commercial sodium sulfate.

  11. Radioactivities at megalopolis waste water treatment plants

    In waste water treatment plants, the nuclides originated from nuclear medicine are generally detected. In the Tokyo Metropolis, the sludges in five waste water treatment plants were investigated, where the same nuclides were detected, though the concentration was different. The radioactivity was far lower than the permissible concentration level for waste water. In the aspect of environmental protection, the radioactivity contained in the resultant sludges is important. Such sludges are mostly treated by incineration. In this case, the nuclide released to the atmosphere is mainly 131I. This quantity is only slight presently. However, if the quantity of RIs used should increase largely, it will be necessary to monitor the radioactivity in the waste treatment plants. The most suitable place for the monitoring is the process of sludge treatment, preferably with Ge semiconductor detectors. (Mori, K.)

  12. EnviroAtlas - New York, NY - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  13. EnviroAtlas - Durham, NC - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency As included in this EnviroAtlas dataset, the community domestic water use was calculated using locally available water use data per capita in gallons of water per...

  14. EnviroAtlas - Milwaukee, WI - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  15. EnviroAtlas - Fresno, CA - Domestic Water Demand per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, community level domestic water demand is calculated using locally available water use data per capita in gallons of water...

  16. EnviroAtlas - Phoenix, AZ - Domestic Water Demand per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, community level domestic water demand is calculated using locally available water use data per capita in gallons of water...

  17. EnviroAtlas - Tampa, FL - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use was calculated using locally available water use data per capita in gallons of water...

  18. EnviroAtlas - Memphis, TN - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  19. EnviroAtlas - Durham, NC - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community domestic water use was calculated using locally available water use data per capita in gallons of water per...

  20. EnviroAtlas - Paterson, NJ - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in the EnviroAtlas, the community level domestic water use is calculated using locally available water use data per capita in gallons of water per day...

  1. EnviroAtlas - Green Bay, WI - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  2. EnviroAtlas - Portland, OR - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in the EnviroAtlas, the community level domestic water use is calculated using locally available water use data per capita in gallons of water per day...

  3. EnviroAtlas - Woodbine, IA - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  4. EnviroAtlas - New Bedford, MA - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  5. EnviroAtlas - Austin, TX - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  6. EnviroAtlas - Pittsburgh, PA - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use was calculated using locally available water use data per capita in gallons of water...

  7. EnviroAtlas - Milwaukee, WI - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency — As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  8. EnviroAtlas - Green Bay, WI - Domestic Water Use per Day by U.S. Census Block Group

    U.S. Environmental Protection Agency As included in this EnviroAtlas dataset, the community level domestic water use is calculated using locally available water use data per capita in gallons of water...

  9. Simulation of the Effect of Water Temperature on Domestic Biomass Boiler Performance

    Pablo Eguía

    2012-04-01

    Full Text Available This paper presents a methodology to simulate the combustion of fixed beds of biomass particles using computational fluid dynamics (CFD techniques. The models presented were used in the simulation of a domestic pellet boiler working under operating conditions and the model predictions were compared with measurements of heat transfer, temperature and species concentration. The same procedure was then used to simulate the same domestic boiler working with different values of water temperature and the influence of water temperature variations on the main variables was analyzed.

  10. The artificial water cycle: emergy analysis of waste water treatment.

    Bastianoni, Simone; Fugaro, Laura; Principi, Ilaria; Rosini, Marco

    2003-04-01

    The artificial water cycle can be divided into the phases of water capture from the environment, potabilisation, distribution, waste water collection, waste water treatment and discharge back into the environment. The terminal phase of this cycle, from waste water collection to discharge into the environment, was assessed by emergy analysis. Emergy is the quantity of solar energy needed directly or indirectly to provide a product or energy flow in a given process. The emergy flow attributed to a process is therefore an index of the past and present environmental cost to support it. Six municipalities on the western side of the province of Bologna were analysed. Waste water collection is managed by the municipal councils and treatment is carried out in plants managed by a service company. Waste water collection was analysed by compiling a mass balance of the sewer system serving the six municipalities, including construction materials and sand for laying the pipelines. Emergy analysis of the water treatment plants was also carried out. The results show that the great quantity of emergy required to treat a gram of water is largely due to input of non renewable fossil fuels. As found in our previous analysis of the first part of the cycle, treatment is likewise characterised by high expenditure of non renewable resources, indicating a correlation with energy flows. PMID:12817633

  11. Comparison of six generic solar domestic hot water systems

    Farrington, R.B.; Murphy, L.M.; Noreen, D.L.

    1980-04-01

    The cost effectiveness of residential solar water heating is explored by analyzing six different system types. A figure of merit (that considers both performance and cost) is calculated for each system, providing information for both researchers and industry. Thermosyphon water heaters are determined to be the most cost effective option, and their wider application is recommended once a reliable draindown technique is developed.

  12. Domestic water supply in rural Viet Nam - Between self-supply and piped schemes

    Wegner, Antje

    2015-01-01

    This thesis analyses the dissemination of strategies for improving domestic water supply in rural Viet Nam based on statistical micro-data. Whereas practices of household water treatment are analysed on household level, the question of piped scheme coverage is decomposed into two sub-questions. While the first one refers to the availability of piped schemes on communal level (supply-side), the second one refers to the accessibility of safe water sources by rural households (demand-side).

  13. Waste water treatment using electron beam

    The waste water treatment using electron beam is the method of oxidizing and decomposing the polluting substances in water by utilizing the activated species having high chemical reactivity arising in water by irradiation. It is suitable to the treatment of waste water which is difficult to treat by conventional water treatment techniques. It has also sterilizing effect. At present the electron accelerators of 100 kV-5 MV accelerating voltage are on the market, and their technical reliability is high, accordingly they are utilized for many fields including the heightening of heat resistance of electric cables. For water treatment, the accelerators of 1 MV or higher are necessary. The principle and the features of this process are explained. The simplest method of applying electron beam to water treatment is that by simple irradiation only. But in the case of high concentration of polluting substances in water and their complex composition, the simple irradiation requires a large dose, therefore the method of combining with other water treatment techniques for effectively utilizing electron beam has been investigated. The methods of combining with microorganism processing, coagulation and sedimentation, or ozone oxidation are described. The treatment of industrial waste water, sewage and the effluent water from garbage-filled land is explained. (Kako, I.)

  14. Waste Water Disposal Design And Management III

    This book gives descriptions of underlying chemistry, chemical conditioning, facilities, sterilization and special water treatment. It includes chemical combination and a chemical equation, molarity, normality, application of normality, chemical evaluation and law of mass action. It deals with chemical conditioning for design and management of waste water treatment.

  15. Organic flocculants in industrial waste water treatment

    Flocculants are used in the mechanical treatment of waste water and sludge. Since those based on natural products, such as gelatin, starch, and cellulose, did not provide the necessary dewatering effect, synthetic organic flocculants were developed. They are commercially available in various forms and, like all chemicals, have to be classified according to their potential endangering effect on water. (orig.)

  16. Waste water treatment in Bukkerup (VB)

    Thomsen, Rikke; Overgaard, Morten; Jørgensen, Michael Søgaard

    1999-01-01

    In connection to the new waste water plan of Tølløse municipal the technical and environmental board has suggested that Bukkerup get a sewer system which brings the waste water to the treatment plant for Tysinge. All though the residents would like to list alternative suggestions which improve the...... local water environment but is still competitive.In this report the alternatives are listed, e.i. root system plants, sand filters and mini treatment plants.The conclusion is that root system plants and a combination of root system plants and sand filters are better that the sewer system....

  17. Impact of Training Program to Rationalize Consumption of Domestic Water Usages

    Mohammad Said Damanhouri

    2012-01-01

    Full Text Available Problem statement: Reducing water consumption in terms of scarcity of water in Jordan which needs to rationalize consumption of the domestic water usages by some families in Amman-Jordan. Approach: This study aimed to decrease water consumption in household usages and to involve and encouraging the pioneer students in voluntary efforts to reduce domestic water. The study sample consisted of 121 female students of Princess’ Alia University College represented 121 Jordanian families in Amman. They trained to reduce flow of water and the time during usage water in kitchen; toilet; bathroom; washing cars; and to put a plastic bottle full of half liter of water in the toilet’s water tank. Economical and social variables of families were obtained from special questionnaire of this study, data were formed from previous measurements and information; the data analyzed throughout a simple statistical approach. Results: The families whom represented this study sample have positively responded for the proposed program; through reducing water consumption in domestic usages. The most important factor effects on rationalized water consumption are: Average monthly income, average family members, average of family members ages, the size of water tank of the toilet, size of shower used. Conclusion/Recommendations: The study concluded that the amount of preserved water in a bathroom may reach 25%, in kitchen 29, in toilet 10%, in washing cars 9%, of water consumption before implementation program at each of the previous sectors. The total amount of preserved water in Amman may reach to 11 million cubic meters annually. The study recommends implementing this simple program on the whole of Jordanian families as much as possible and encouraging the Jordanian citizens to use different tools, means, programs that may control water consumption and to recycle the used water as possible.""

  18. Water supply, waste water cleaning and waste disposal. 2. rev. ed.

    The first part of the book contains fundamentals of chemistry, always having environmental protection in mind. Numerous examples are calculated. The second part gives detailed explanations of the material-scientific and analytical bases of the indispensable resource water and its conditioning, waste water cleaning and sludge treatment. Collection, transport, handling, disposal and recycling of unavoidable wastes and toxic wastes are finally dealt with. (orig./EF)

  19. Disaggregating Hot Water Use and Predicting Hot Water Waste in Five Test Homes

    Henderson, Hugh [ARIES Collaborative, New York, NY (United States); Wade, Jeremy [ARIES Collaborative, New York, NY (United States)

    2014-04-01

    While it is important to make the equipment (or "plant") in a residential hot water system more efficient, the hot water distribution system also affects overall system performance and energy use. Energy wasted in heating water that is not used is estimated to be on the order of 10%-30% of total domestic hot water (DHW) energy use. This field monitoring project installed temperature sensors on the distribution piping (on trunks and near fixtures) in five houses near Syracuse, NY, and programmed a data logger to collect data at 5 second intervals whenever there was a hot water draw. This data was used to assign hot water draws to specific end uses in the home as well as to determine the portion of each hot water that was deemed useful (i.e., above a temperature threshold at the fixture). Overall, the procedures to assign water draws to each end use were able to successfully assign about 50% of the water draws, but these assigned draws accounted for about 95% of the total hot water use in each home. The amount of hot water deemed as useful ranged from low of 75% at one house to a high of 91% in another. At three of the houses, new water heaters and distribution improvements were implemented during the monitoring period and the impact of these improvements on hot water use and delivery efficiency were evaluated.

  20. Disaggregating Hot Water Use and Predicting Hot Water Waste in Five Test Homes

    Henderson, H.; Wade, J.

    2014-04-01

    While it is important to make the equipment (or 'plant') in a residential hot water system more efficient, the hot water distribution system also affects overall system performance and energy use. Energy wasted in heating water that is not used is estimated to be on the order of 10 to 30 percent of total domestic hot water (DHW) energy use. This field monitoring project installed temperature sensors on the distribution piping (on trunks and near fixtures) and programmed a data logger to collect data at 5 second intervals whenever there was a hot water draw. This data was used to assign hot water draws to specific end uses in the home as well as to determine the portion of each hot water that was deemed useful (i.e., above a temperature threshold at the fixture). Five houses near Syracuse NY were monitored. Overall, the procedures to assign water draws to each end use were able to successfully assign about 50% of the water draws, but these assigned draws accounted for about 95% of the total hot water use in each home. The amount of hot water deemed as useful ranged from low of 75% at one house to a high of 91% in another. At three of the houses, new water heaters and distribution improvements were implemented during the monitoring period and the impact of these improvements on hot water use and delivery efficiency were evaluated.

  1. Installation and operation of the Plantwide Fire Protection Systems and related Domestic Water Supply Systems

    A safe work environment is needed to support the Savannah River Site (SRS) mission of producing special nuclear material. This Environmental Assessment (EA) assesses the potential environmental impact(s) of adding to and upgrading the Plantwide Fire Protection System and selected related portions of the Domestic Water Supply System at SRS, Aiken, South Carolina. The following objectives are expected to be met by this action: Prevent undue threat to public health and welfare from fire at SRS; prevent undue hazard to employees at SRS from fire; prevent unacceptable delay to vital DOE programs as a result of fire at SRS; keep fire related property damage at SRS to a manageable level;, and provide an upgraded supply of domestic water for the Reactor Areas. The Reactor Areas' domestic water supplies do not meet current demand capacity due to the age and condition of the 30-year old iron piping. In addition, the water quality for these supplies is not consistent with current SCDHEC requirements. Therefore, DOE proposes to upgrade this Domestic Water Supply System to meet current demand and quality levels, as well as the needs of fire protection system improvement

  2. Solar system for domestic hot water and space heating

    Weiss, W. [Arbeitsgemeinschaf Erneubare Energie, Gleisdorf (Austria)

    1997-12-31

    The solar thermal markets, different types of solar systems for hot water and space heating, the dimensioning and the components of solar heating systems, the properties of the systems are reviewed in this presentation

  3. Water and waste water balances in power industry

    The determination of flow rate of media is a very important question in a power and heat plants. It concerns the leakage and the flow rate of the circulating water and also the quantity of waste water produced in the plants. The tracer techniques are very useful instruments for solving of these problems. The principles of the tracer techniques for balancing of the water and the waste water systems have been presented. The method of the leakage localization in the exemplary, hypothetical heating network has been also proposed. (author). 1 fig

  4. Solar heating, cooling and domestic hot water system installed at Columbia Gas System Service Corporation, Columbus, Ohio

    1980-01-01

    The solar energy system installed in the building has 2,978 sq ft of single axis tracking, concentrating collectors and provides solar energy for space heating, space cooling and domestic hot water. A 1,200,000 Btu/hour water tube gas boiler provides hot water for space heating. Space cooling is provided by a 100 ton hot water fired absorption chiller. Domestic hot water heating is provided by a 50 gallon natural gas domestic storage water heater. Extracts from the site files, specification references, drawings, installation, operation and maintenance instructions are included.

  5. Solar heating, cooling and domestic hot water system installed at Columbia Gas System Service Corp. , Columbus, Ohio. Final report

    None

    1980-11-01

    The Solar Energy System located at the Columbia Gas Corporation, Columbus, Ohio, has 2978 ft/sup 2/ of Honeywell single axis tracking, concentrating collectors and provides solar energy for space heating, space cooling and domestic hot water. A 1,200,000 Btu/h Bryan water-tube gas boiler provides hot water for space heating. Space cooling is provided by a 100 ton Arkla hot water fired absorption chiller. Domestic hot water heating is provided by a 50 gallon natural gas domestic storage water heater. Extracts are included from the site files, specification references, drawings, installation, operation and maintenance instructions.

  6. STUDY ON WASTE WATER TREATMENT PLANTS

    Mariana DUMITRU

    2015-04-01

    Full Text Available Biogas is more and more used as an alternative source of energy, considering the fact that it is obtained from waste materials and it can be easily used in cities and rural communities for many uses, between which, as a fuel for households. Biogas has many energy utilisations, depending on the nature of the biogas source and the local demand. Generally, biogas can be used for heat production by direct combustion, electricity production by fuel cells or micro-turbines, Combined Hest and Power generation or as vehicle fuel. In this paper we search for another uses of biogas and Anaerobe Digestion substrate, such as: waste water treatment plants and agricultural wastewater treatment, which are very important in urban and rural communities, solid waste treatment plants, industrial biogas plants, landfill gas recovery plants. These uses of biogas are very important, because the gas emissions and leaching to ground water from landfill sites are serious threats for the environment, which increase more and more bigger during the constant growth of some human communities. That is why, in the developed European countries, the sewage sludge is treated by anaerobe digestion, depending on national laws. In Romania, in the last years more efforts were destined to use anaerobe digestion for treating waste waters and management of waste in general. This paper can be placed in this trend of searching new ways of using with maximum efficiency the waste resulted in big communities.

  7. Attributes of Domestic Water Sources in a Rapidly Urbanizing State Capital in a Developing Economy

    A. E. Olajuyigbe

    2010-01-01

    Full Text Available Problem statement: The efficiency and effectiveness of domestic water sources are often gauged by availability, accessibility and adequacy. This study examined various variables that could be harnessed in measuring these parameters with respect to water supply in Ado-Ekiti, Nigeria. Approach: The purpose of this study is to investigate the various attributes of domestic water sources in Ado-Ekiti, Nigeria. Three residential zones were identified in the city. They included the urban core, transitional zone and urban periphery. A sample size of 1,200 amounting to 4.0% of the total number of households in Ado-Ekiti, was chosen. Specific areas referred to as Data Delineation Areas (DDAs were identified in each zone. Based on the estimated population of each DDA, the number of households to be interviewed was estimated. In consonance with some assumptions, 600 (50.0% questionnaires were administered in the city core while 420 (35.0% and 180 (15.0% questionnaires were administered in the transitional zone and urban periphery, respectively. Subsequently, systematic sampling procedure was adopted in the choice of households to be interviewed. Some of the attributes investigated included the main source of domestic water used by household, access to improved source of water, distance from improved source to residence, average time spent to fetch from main source, average number of trips per person per day, quantity of water used per person per day and attack by water-borne diseases. Results: Households in Ado-Ekiti had access to diverse sources of domestic water including wells, boreholes, streams/rivers/springs, tanker-drawn water and rainwater. However, most households (59.8% depended on wells. Nevertheless, 84.3% had access to improved sources. Only 10.0% of these households obtained supplies from piped water while piped network is largely restricted to the city core. The research showed that distance, time, number of trips and adequacy of supplies placed limitations on access to improved source. Only 63.2% of the households in the city obtained water supplies within 1 km from their dwelling places. About 67.0% spent less than 30 min round trip to obtain water from improved sources while 61.6% made more than three (3 trips to water sources per day. Only 22.7% of the households had access to at least 40 L per person per day while 36.9% were annually afflicted with water-borne diseases such as typhoid, diarrhea and stomach ache. Conclusion: Domestic water supply system in Ado-Ekiti, Nigeria is characterized by low level of access, inadequate supplies from improved sources while these sources are usually distant away from the households.

  8. Solar Energy for Domestic Hot Water: Case Studies in Sisimiut 1999-2005

    Reimann, Gregers Peter

    Two pioneer solar domestic hot water systems were installed at Bygge- og Anlægsskolen in Sisimiut in 1999 and 2000. Detailed measurements of energy flows and solar radiation incl. snow reflectance has been undertaken for both plants. Since August 2004 data logging of the measurements was made ava...

  9. Synergistic effects of irradiation of waste water

    Theoretical considerations of the use of high level radiation in the treatment of waste water have failed to consider the effects of the hydrated electron and the potential of possible synergistic effects of combining chlorine, oxygen, and irradiation. An extensive testing program at the University Center for Pollution Research of Florida Institute of Technology over the past four years has shown that irradiation of waste water samples immersed in an aqueous environment provide bacterial kill and reduction in organic pollution far greater than that obtained from theoretical considerations of G values and earlier experiments where the waste samples were not immersed in an aqueous environment. These testing programs have investigated the synergistic effects of combining oxygen and irradiation. Each of these combined treatments resulted in an increased bacterial kill factor. Tests on Staphylococcus aureus bacteria and fecal streptococcus bacteria indicate that the synergistic effects observed for fecal coliform bacteria also apply to the pathogenic bacteria. A statistical analysis of the data obtained shows the interrelationships between the various effects on the bacteria. A definite shielding factor due to the turbidity of the waste water has been shown to exist. Synergistic effects have been shown to significantly offset the shielding effects. Optimization of these synergistic effects can greatly increase the effectiveness of irradiation in the treatment of waste water. (orig.)

  10. Supercritical water oxidation of organic wastes

    Decomposition of mineral oil, fluorinated oils, silicone oil, and TBP by supercritical water oxidation was studied to evaluate the feasibility of the supercritical water treatment technology for treating radioactive organic wastes. The experiments were conducted with tube bomb reactors. The effects of temperature, reaction time, and additional agents on the decomposition efficiencies were studied. Over 99.9% of Neovac, mineral oil, and Daifloil, fluorinated oil, were decomposed by supercritical water oxidation. 99.6% of Fomblin was decomposed by supercritical water treatment. 98.9% of silicone oil and 99.8% of TBP were decomposed by supercritical water oxidation. Based on the experimental results, the process conditions for treatment of radioactive wastes are discussed. (author)

  11. Waste water discharges into natural waters

    The aqueous discharges into natural waters is a very technical solution expecially for surface buoyant discharges. It is not only convenient to limit the concentration levels of the discharges, but also to improve the turbolent processes that diluite the discharge. Mostly these processes depend by some geometric parameters of the discharge and by some physical parameters of the effluent and of the receiving water body. An appropriate choice of some parameters, using also suitable mathematical models, allows to design discharges with a very high dilution; so the decreasing of the pollutant levels is improved and the environmental impact can be reduced versus a not diluted effluent. The simulations of a mathematical model, here described, prove that in some circumstances, expecially in case of discharges of fresh water into saline water bodies with a low velocity of the current, the dilution is poor; the effluent can be trapped in a narrow water surface layer where the pollutant concentrations remain high. also far away from the discharge point

  12. Method of treating waste water

    Deininger, James P. (Colorado Springs, CO); Chatfield, Linda K. (Colorado Springs, CO)

    1995-01-01

    A process of treating water to remove metal ion contaminants contained therein, said metal ion contaminants selected from the group consisting of metals in Groups 8, 1b, 2b, 4a, 5a, or 6a of the periodic table, lanthanide metals, and actinide metals including transuranic element metals, by adjusting the pH of a metal ion contaminant-containing water source to within the range of about 6.5 to about 14.0, admixing the water source with a mixture of an alkali or alkaline earth ferrate and a water soluble salt, e.g., a zirconium salt, in an amount sufficient to form a precipitate within the water source, the amount the mixture of ferrate and water soluble salt effective to reduce the metal ion contaminant concentration in the water source, permitting the precipitate in the admixture to separate and thereby yield a supernatant liquid having a reduced metal ion contaminant concentration, and separating the supernatant liquid having the reduced metal ion contaminant concentration from the admixture is provided. A composition of matter including an alkali or alkaline earth ferrate and a water soluble salt, e.g., a zirconium salt, is also provided.

  13. Investigation af a solar heating system for space heating and domestic hot water supply with a high degree of coverage

    Vejen, Niels Kristian

    1999-01-01

    A solar storage tank for space heating and domestic hot water supply was designed and testet in af laboratory test facility.......A solar storage tank for space heating and domestic hot water supply was designed and testet in af laboratory test facility....

  14. Pump station for radioactive waste water

    Whitton, John P.; Klos, Dean M.; Carrara, Danny T.; Minno, John J.

    2003-11-18

    A pump station for transferring radioactive particle containing waste water, includes: (a.) an enclosed sump having a vertically elongated right frusto conical wall surface and a bottom surface and (b.) a submersible volute centrifugal pump having a horizontally rotating impeller and a volute exterior surface. The sump interior surface, the bottom surface and the volute exterior surface are made of stainless steel having a 30 Ra or finer surface finish. A 15 Ra finish has been found to be most cost effective. The pump station is used for transferring waste water, without accumulation of radioactive fines.

  15. Chemical Industry Waste water Treatment

    Treatment of chemical industrial wastewater from building and construction chemicals factory and plastic shoes manufacturing factory was investigated. The two factories discharge their wastewater into the public sewerage network. The results showed the wastewater discharged from the building and construction chemicals factory was highly contaminated with organic compounds. The average values of COD and BOD were 2912 and 150 mg O2/l. Phenol concentration up to 0.3 mg/l was detected. Chemical treatment using lime aided with ferric chloride proved to be effective and produced an effluent characteristics in compliance with Egyptian permissible limits. With respect to the other factory, industrial wastewater was mixed with domestic wastewater in order to lower the organic load. The COD, BOD values after mixing reached 5239 and 2615 mg O2/l. The average concentration of phenol was 0.5 mg/l. Biological treatment using activated sludge or rotating biological contactor (RBe) proved to be an effective treatment system in terms of producing an effluent characteristic within the permissible limits set by the law

  16. Water management aspects of waste waters from radioisotope establishments

    The technological, technical and legal problems are discussed of waste waters discharged from radioisotope workplaces, proceeding from data obtained in investigations carried out by the State Water Management Inspection. The problems are assessed with regard to established limits, standards and other regulations. The main causes of the detected shortcomings are analyzed. (B.S.). 8 refs

  17. Domestic Hot Water Supply for Multiple Familiy Dwellings using Heat Pumps

    Vetsch, Bernhard; Gschwend, Andreas; Bertsch, Stefan S.

    2012-01-01

    In multiple family dwellings of central Europe heat pumps are not only used for space heating but also increasingly for domestic hot water (dhw) supply. The water is often heated in a centralized or decentralized installation with a large distribution network. This leads to the combination of heat pumps with various trace heating systems to ensure both comfort and protection from legionella disease. The COP of the heat pump can be greatly affected by the choice of the heat tracing system whic...

  18. The role of domestic tap water in Acanthamoeba contamination in contact lens storage cases in Korea

    Jeong, Hae Jin; Yu, Hak Sun

    2005-01-01

    A survey was carried out from August to December 2004 in Pusan, Korea to document the presence of free-living amoeba (FLA), including the genus Acanthamoeba, in both contact lens storage cases and domestic tap water. Acanthamoeba was isolated from 5 (4.2%) in 120 contact lens storage cases. Four house tap water samples from residents, whose contact lens storage cases had been contaminated by Acanthamoeba, were also found to be contaminated with Acanthamoeba. Therefore, the contamination rate ...

  19. Cryptosporidium and Giardia in Humans, Domestic Animals, and Village Water Sources in Rural India.

    Daniels, ME; Shrivastava, A.; Smith, WA; P. Sahu; Odagiri, M; Misra, PR; Panigrahi, P; Suar, M; Clasen, T; Jenkins, MW

    2015-01-01

    Cryptosporidium parvum and Giardia lamblia are zoonotic enteric protozoa of significant health concern where sanitation, hygiene, and water supplies are inadequate. We examined 85 stool samples from diarrhea patients, 111 pooled fecal samples by species across seven domestic animal types, and water from tube wells (N = 207) and ponds (N = 94) across 60 villages in coastal Odisha, India, for Cryptosporidium oocysts and Giardia cysts to measure occurrence, concentration/shedding, and environmen...

  20. Integrated water and waste management

    Harremoës, P.

    1997-01-01

    The paper discusses concepts and developments within water quantity, water quality, integrated environmental assessment and wastewater treatment. The historical and the global perspectives are used in the discussion of the role of engineers in today's society. Sustainabilty and ethics are taken...... into the analysis. There is a need for re-evaluation of the resource, society and environment scenarios with a view to the totality of the system and with proper analysis of the flow of water and matter through society. Among the tools are input-output analysis and cradle to grave analysis, in...

  1. Nutrient pollution in shallow aquifers underlying pit latrines and domestic solid waste dumps in urban slums.

    Nyenje, P M; Foppen, J W; Kulabako, R; Muwanga, A; Uhlenbrook, S

    2013-06-15

    The lack of proper on-site sanitation in unsewered low-income areas is becoming an important source of nutrient-rich wastewater leaching to groundwater and can potentially lead to eutrophication. For typical conditions in sub-Saharan Africa, the nutrient loading of nitrogen (N) and phosphorus (P) from on-site sanitation systems to aquifers is largely unknown. In this study, we assessed the dissolved nutrient loads (nitrate (NO3), ammonium (NH4) and orthophosphate (o-PO4)) and the processes likely affecting them in aquifers underlying two on-site sanitation systems in an unsewered low-income urban slum in Kampala, Uganda; a domestic solid waste dump and a site with two pit latrines. The impact of the two types of sites was assessed by comparing the upgradient and downgradient nutrient concentrations and loads along groundwater flow lines. Significant pollution to groundwater originated from the pit latrine site with downgradient nutrient loads increasing by factors of 1.7 for NO3, 10.5 for NH4 and 49 for o-PO4. No effect of leaching of nutrients to groundwater was found from the waste dump. We estimated that approximately 2-20% of total N and less than 1% of total P mass input was lost to groundwater from the pit latrines. The bulk of N leached to groundwater was in the form of NH4. Mn-reducing conditions prevailed in the shallow aquifer which suggested that nitrification was the main process affecting NH4 concentrations. Phosphorus was likely retained in the soils by precipitating as MnHPO4 and Ca5(PO4)3(OH). Our results indicated that pit latrines in alluvial aquifer systems can be highly effective for the removal of nutrients depending on hydrological, hydrochemical and geochemical conditions in the aquifer receiving wastewater. Improvements to make the current pit latrine systems better for nutrient containment are suggested based on findings from this study. PMID:23542227

  2. Process for the biological purification of waste water

    1992-01-01

    Process for the biological purification of waste water by the activated sludge method, the waste water being mixed with recirculated sludge and being subjected to an anaerobic treatment, before the waste water thus treated is alternately subjected to anoxic and aerobic treatments and the waste...... water thus treated is led into a clarification zone for settling sludge, which sludge is recirculated in order to be mixed with the crude waste water. As a result, a simultaneous reduction of the content both of nitrogen and phosphorus of the waste water is achieved....

  3. Application of an Integrated Heat Recovery Technology for Domestic Hot Water Supply System and Air Conditioning

    Chen Yan

    2013-01-01

    Full Text Available This study is to design an integrated heat recovery and air conditioner system and to investigate the feasibility and the potential performance of this system in changing conditions. Different season conditions and operating modes are studied based on the items of one hotel. In winter, heat recovered from wastewater is used on water heating and air condition and the surplus energy of air conditioner system is used on hot water system in summer. Dynamic energy simulation was performed with a comprehensive Domestic Hot Water (DHW heating and air conditioning system composed of some components like High Temperature Heat Pump (HTHP unit, water tanks, heat exchangers and pumps.

  4. Electrooxidation of organics in waste water

    Hitchens, G. D.; Murphy, Oliver J.; Kaba, Lamine; Verostko, Charles E.

    1990-01-01

    Electrooxidation is a means of removing organic solutes directly from waste waters without the use of chemical expendables. Research sponsored by NASA is currently being pursued to demonstrate the feasibility of the concept for oxidation of organic impurities common to urine, shower waters and space-habitat humidity condensates. Electrooxidation of urine and waste water ersatz was experimentally demonstrated. This paper discusses the electrooxidation principle, reaction kinetics, efficiency, power, size, experimental test results and water-reclamation applications. Process operating potentials and the use of anodic oxidation potentials that are sufficiently low to avoid oxygen formation and chloride oxidation are described. The design of an electrochemical system that incorporates a membrane-based electrolyte based on parametric test data and current fuel-cell technology is presented.

  5. The Swedish biogas potential from domestic waste products; Den svenska biogaspotentialen fraan inhemska restprodukter

    Linne, Marita; Ekstrandh, Alexandra; Englesson, Rolf; Persson, Emelie (Biomil AB, Lund (Sweden)); Bjoernsson, Lovisa; Lantz, Mikael (Envirum AB, Lund (Sweden))

    2008-07-01

    The report is an inventory of raw material amounts of waste, parks- and garden waste, sewage sludge, manure and residues from industrial, agricultural and forestry in Sweden which are suitable for biogas production. The inventory has mainly been county by county in order to obtain an overview of how the raw materials are distributed across the country. For each waste category it is described how data collection, boundaries and assumptions have been made. The total biogas potential from domestic raw materials, excluding raw material from forests, is estimated to over 15.2 TWh/year, and the total biogas feasible potential 10.6 TWh/year. However, these limitations can quickly be changed by changing competition, energy prices etc. Residues from the forest represents a significant potential for future methane production. The residues from forestry and forest industry have a total energy potential of about 59 TWh methane per year. Methane production from wood performed by thermal gasification, which is used to a limited extent today. It is difficult to specify when the technology will be commercially available. The total biogas and energy potential is then of the order of 74 TWh/year, of which forest-related products account for approximately 80%. The Swedish EPA is aiming, by 2010, to have at least 35% of food waste from households, restaurants, shops and recycled by biological treatment. This report assumes that 60% of all food waste can be accessible for biogas production. This amount corresponds to approximately 760 GWh annually and represents 7% of the total biogas potential range. The total biogas potential from all food waste in Sweden amounts to 1346 GWh/year. Residues from different industries have a great potential, approximately 10% of the total biogas potential range is estimated to be from here. Crops residues and manure is a significant future potential, 10.8 TWh/year. The total feasible biogas potential in the current environment, however, is assessed to be lower, about 8 TWh/year, since manure from grazing cattle is not included and that some straw may need to be left in order not to jeopardize the soil humus content, etc. Sewage treatment plants have a long tradition of digesting sludge, since it has been a way to stabilize and reduce the amount of sewage sludge. A large part of Sweden sewage sludge is digested today, but with slightly increased amounts and by optimizing processes, more biogas is produced. Of the total feasible biogas potential for the sewage sludge is 7%. Apart from supply of raw materials, it is important to ensure the possibility of disposing of biogas and bio-fertilizers. Prerequisites for a common gas network, and proximity to productive land, is seen as advantageous

  6. Wash water waste pretreatment system

    1977-01-01

    Investigations were completed on wash waters based on each candidate personal cleansing agent. Evaluations of coagulants, antifoam agents, and the effect of promising antifoams on the chemical precipitation were included. Based on these evaluations two candidate soaps as well as their companion antifoam agents were selected for further work. Operating parameters included the effect of soap concentration, ferric chloride concentration, duration of mixing, and pore size of depth filters on the degree of soap removal. The effect of pressure on water flow through filter cartridges and on the rate of decline of water flow was also investigated. The culmination of the program was the recommendation of a pretreatment concept based on chemical precipitation followed by pressure filtration.

  7. Waste Water Disposal Design And Management II

    This book is written about design and management of waste water disposal like settling, floating, aeration and filtration. It explains in detail solo settling, flocculant settling, zone settling, multi-level settling, floating like PPI oil separator, structure of skimming tank and design of skimming tank, water treatment and aeration, aeration device, deaeration like deaeration device for disposal processing of sewage, filtration such as structure and design of Micro-floc filtration, In-line filtration and design of slow sand filter bed.

  8. Determination of volatile metal and metalloid compounds in gases from domestic waste deposits with GC/ICP-MS

    Feldmann, J. (Inst. of Environmental Analytical Chemistry, Univ. of Essen (Germany)); Gruemping, R. (Inst. of Environmental Analytical Chemistry, Univ. of Essen (Germany)); Hirner, A.V. (Inst. of Environmental Analytical Chemistry, Univ. of Essen (Germany))

    1994-10-01

    Low temperature GC coupled on-line with ICP-MS was used to identify volatile metal and metalloid compounds in gases and condensates from a domestic waste deposit. Seven tin species could be identified by external standard addition and further volatile compounds of tin, bismuth, mercury, arsenic, antimony and tellurium could be found by boiling point calibration, respectively. Some technical and methodical concepts towards quantification of the results are indicated. (orig.)

  9. Waste water purification with a centrifugal decanter

    Brunner, R.

    1981-02-01

    The method described is suitable for the treatment of radioactive and conventional waste effluent. It is a combination of precipitation and subsequent dewatering of sludge. The object of the treatment is to remove from the water by means of aluminium sulphate precipitation, radioactive substances, petroleum ether-extractible materials and undissolved impurities.

  10. Waste water purification with a centrifugal decanter

    The method described is suitable for the treatment of radioactive and conventional waste effluent. It is a combination of precipitation and subsequent dewatering of sludge. The object of the treatment is to remove from the water by means of aluminium sulphate precipitation, radioactive substances, petroleum ether-extractible materials and undissolved impurities. (orig.)

  11. Waste Water Plant Operators Manual.

    Washington State Coordinating Council for Occupational Education, Olympia.

    This manual for sewage treatment plant operators was prepared by a committee of operators, educators, and engineers for use as a reference text and handbook and to serve as a training manual for short course and certification programs. Sewage treatment plant operators have a responsibility in water quality control; they are the principal actors in

  12. Impact of landfills, domestic and industrial waste on the aquifer in Raipur city and contribution of karst feature to the groundwater contaminations

    Karst features (landscapes that result from dissolution and surface drainage of carbonate terrains) are potentially a large source of water. They have distinctive features, which distinguish them from fissured and porous aquifers. These features include a general lack of permanent surface streams, existence of surface holes into which surface stream sink, presence of underground big channels and large springs etc. Karst environments are used for potable water supply as well as disposal sites for municipal, agricultural and industrial waste dumping. The peculiar geomorphologic and hydrological features of karst make them highly vulnerable for groundwater pollution. The ease with which they can be polluted make a fit case of taking protection measures in advance. Raipur is a major business, educational center as well as capital city of Chhattisgarh state in India. The city has been rapidly expanding during the last two decades, as a result of rapid industrialisation and various economic developments. Wastes generated from a wide variety of industrial, commercial, agricultural and domestic activities are dumped into pits or low - lying area around the Raipur City. The climate in the area is characterised by very hot summer and well distributed rain over four months during monsoon season. Monsoon precipitation begins from mid June and generally remains active till the end of September. The average annual precipitation is ∼1250 mm. In the study area, groundwater lies in the karstified nature of geological formation and is naturally susceptible to contamination by landfills, domestic and industrial wastes. The karstification feature is exposed to the surface in Raipur city at many places. Environmental isotopes (2H, 3H, 18O and 13C) as well as chemistry of the water samples were used to identify a few places, which are prone to contamination in Raipur city. Deterioration of the groundwater quality is not alarming due to thin shale (impervious layer) cover over the limestone. (author)

  13. Anatomical root variations in response to water deficit: wild and domesticated common bean (Phaseolus vulgaris L

    Cecilia B Peña-Valdivia

    2010-01-01

    Full Text Available Root anatomical responses to water deficit are diverse and regulation of water uptake strongly depends on plant anatomy. The ancestors of common bean (Phaseolus vulgaris L. cultivars are the wild common beans. Because wild beans adapt and survive well in theon atural environment, it is hypothesized that wild common bean roots are less affected than those of domesticated beans at low substrate water potential (ψW. A wild common bean accession from Chihuahua Mexico and cv. Bayomex were studied. Seedlings with a mean root length between 3 and 4 cm were maintained for 24 h in vermiculite at ψW of -0.03 (well hydrated, -0.65, -1.48 and -2.35 MPa (partially dry. Ten anatomical characteristics of differentiation and cell division in root regions were evaluated. Thickness of epidermis and protoderm diminished similarly in wild and domesticated beans growing at low substrate ψW (between -0.65 and -2.35 MPa. At the same time, parenchymatic cell area diminished by 71 % in the domesticated variety, but by only 32 % in the wild bean at -2.35 MPa. Theon umber of cells in the cortex and the thickness of the xylem wall increased in both wild and domesticated beans at low substrate ψW;on evertheless, the effect was significantly lower in the wild bean. Theon umber of xylem vessels increased in the cultivar (up to 40 % while in the wild bean it decreased (up to 33 %. The diameter of xylem vessels and transverse root area diminished (15 and 57 %, respectively in the cultivar, but in the wild common bean wereon ot affected. Anatomical root characteristics and their modifications in both differentiation and cell division in root regions demonstrated that the wild bean reacted quite differently to substrate ψW than the domesticated common bean.

  14. Towards an Improved Human Exposure Assessment for Contaminants in Drinking Water Released by Products Used for Domestic Water Distribution

    HOEKSTRA Eddo

    2008-01-01

    Substances migrated from products or micro-organisms released from biofilms in the domestic distribution system may affect the quality of tap water. The approach to protect consumers against these possible contaminants and specifically the sampling protocol for compliance monitoring at the tap is not well described in the European Drinking Water Directive. Regulators of the member states like to have guidance. This paper describes the issue and proposes a possible approach.

  15. Quantitative bacterial examination of domestic water supplies in the Lesotho Highlands: water quality, sanitation, and village health.

    Kravitz, J. D.; Nyaphisi, M.; Mandel, R.; Petersen, E.

    1999-01-01

    Reported are the results of an examination of domestic water supplies for microbial contamination in the Lesotho Highlands, the site of a 20-year-old hydroelectric project, as part of a regional epidemiological survey of baseline health, nutritional and environmental parameters. The population's hygiene and health behaviour were also studied. A total of 72 village water sources were classified as unimproved (n = 23), semi-improved (n = 37), or improved (n = 12). Based on the estimation of tot...

  16. A plant for direct use of domestic waste in a cement kiln; Une installation pour l'utilisation directe des dechets menagers en four de cimenterie

    Maury, H.D. [MBM Industrieanlagen Gmbh (Unknown)

    2000-02-01

    An alternative to direct thermal use of domestic refuse is to convert it to a fuel, as is done in a Westphalian cement works. Here, domestic and industrial waste is converted by purely mechanical processing into a fuel which can advantageously be used to burn cement clinker without harming the environment. (author)

  17. Process for treating waste water containing hydrazine from power stations

    A process for treating waste water containing hydrazine from nuclear power stations is proposed, characterized by the fact that the water is taken continuously through a water decomposition cell. If the water does not have sufficient conductivity itself, a substance raising the electrical conductivity is added to the water to be treated. The electrolysis is situated in the waste water tank. (orig./RB)

  18. Neutron Activation analysis of waste water

    An instrumental neutron activation analysis for the simultaneous determination of chlorine, bromine, sodium, manganese, cobalt, copper, chromium, zinc, nickel, antimony and iron in waste water is described. They were determined in waste water samples under normal conditions by non-destructive neutron activation simultaneously using a suitable monostandard method. Standardized water samples were used and irradiated in polyethylene ampoules at a neutron flux of 1013 cm-2 s-1 for periods of 1 minute, 1 and 10 hours. A Ge hyperpure detector was used for your activity determination, with count times of 60, 180, 300 and 600 seconds. The obtained results show than the method can be utilized for the determination of this elements without realize anything previous treatment of the samples. (Author)

  19. Waste water treatment of hydrometallurgical mill in mine No. 754

    The author briefly introduces some measures to waste water treatment of hydrometallurgical mill of Uranium Mine No. 754. It is shown in practice that making rational use of waste water is advantageous to production, reducing qcost and lightening environment pollution

  20. Process for treating waste water containing radioactive substances

    A process for treating waste water containing radioactive substances comprising treating the waste water by reverse osmosis in the presence of at least one organic surfactant selected from the group consisting of anionic surfactants, cationic surfactants and nonionic surfactants

  1. The processing of domestic and assimilated wastes in collection facilities in 1997; Le traitement des dechets menagers et assimiles en centres collectifs en 1997

    NONE

    1999-10-01

    This document is the third issue of the results of the annual French inventory of collection facilities for the processing, sorting, transit or disposal of domestic and assimilated wastes. The year 1997 is characterized by a confirmed increase of the number of municipal waste sorting facilities and by a moderate development of sorting facilities for banal industrial wastes. These facilities supply 1.6 million of tons of wastes for material valorization while 47% of the municipal wastes are still disposed of in rubbish dumps. The weight of wastes entering in processing facilities shows a 3% increase in 1997 and the share of the private sector in the management of these facilities is reinforcing. A detailed database for each facility is added to the document and allows to better evaluate the development of domestic wastes processing in France and the efficiency of the French waste management policy. (J.S.)

  2. A multitalent against sludge and waste water

    In this article a waste water treatment method is presented which uses supercritical water. Organic pollutants are converted in a way that they are harmless for the environment or that they can be decomposed in following methods such as biological cleaning to such substances. Oxidizing agents as air, oxygene or hydrogen peroxide initiate and accelerate the process such as catalysts. Supercritical water oxidation takes place under temperatures of 400-650 C and a pressure of 225 bar. The process time is chosen so that the starting materials are converted to 99.99%. (BWI)

  3. Factors Affecting Domestic Water Consumption in Rural Households upon Access to Improved Water Supply: Insights from the Wei River Basin, China

    Fan, Liangxin; Liu, Guobin; Wang, Fei; Geissen, Violette; Ritsema, Coen J.

    2013-01-01

    Comprehensively understanding water consumption behavior is necessary to design efficient and effective water use strategies. Despite global efforts to identify the factors that affect domestic water consumption, those related to domestic water use in rural regions have not been sufficiently studied, particularly in villages that have gained access to improved water supply. To address this gap, we investigated 247 households in eight villages in the Wei River Basin where three types of improv...

  4. Factors affecting domestic water consumption in rural households upon access to improved water supply: insights from the Wei River Basin, China

    Fan, L; LIU, G; Wang, F; Geissen, V.; Ritsema, C. J.

    2013-01-01

    Comprehensively understanding water consumption behavior is necessary to design efficient and effective water use strategies. Despite global efforts to identify the factors that affect domestic water consumption, those related to domestic water use in rural regions have not been sufficiently studied, particularly in villages that have gained access to improved water supply. To address this gap, we investigated 247 households in eight villages in the Wei River Basin where three types of improv...

  5. The micro-electrolysis technique in waste water treatment

    The micro-electrolysis is one of the efficient methods to treat some kinds of waste water. The experiments have shown its high efficiency in sewage treatment and some kinds of industrial waste water. It is suitable for pre-treatment of high concentrated waste water and deep treatment of waste water for reuse purpose. The disadvantage of micro-electrolysis is its high energy consumption in case of high electrolyte concentration. (author) 2 figs., 11 tabs., 2 refs

  6. The Use of Solar Energy for Preparing Domestic Hot Water in a Multi-Storey Building

    Giedrius iupinskas

    2012-12-01

    Full Text Available The article analyses the possibilities of solar collectors used for a domestic hot water system and installed on the roofs of modernized multi-storey buildings under the existing climate conditions. A number of combinations of flat plate and vacuum solar collectors with accumulation tank systems of various sizes have been examined. Heat from the district heating system is used as an additional heat source for preparing domestic hot water. The paper compares calculation results of energy and economy regarding the combinations of flat plate and vacuum solar collectors and the size of the accumulation tank. The influence of variations in the main indicators on the final economic results has also been evaluated. Research has been supported applying EC FP7 CONCERTO program (Sustainable Zero Carbon ECO-Town Developments Improving Quality of Life across EU - ECO-Life (ECO-Life Project Contract No. TREN/FP7EN/239497/ECOLIFE.Article in Lithuanian

  7. Integrating the simulation of domestic water demand behaviour to an urban water model using agent based modelling

    Koutiva, Ifigeneia; Makropoulos, Christos

    2015-04-01

    The urban water system's sustainable evolution requires tools that can analyse and simulate the complete cycle including both physical and cultural environments. One of the main challenges, in this regard, is the design and development of tools that are able to simulate the society's water demand behaviour and the way policy measures affect it. The effects of these policy measures are a function of personal opinions that subsequently lead to the formation of people's attitudes. These attitudes will eventually form behaviours. This work presents the design of an ABM tool for addressing the social dimension of the urban water system. The created tool, called Urban Water Agents' Behaviour (UWAB) model, was implemented, using the NetLogo agent programming language. The main aim of the UWAB model is to capture the effects of policies and environmental pressures to water conservation behaviour of urban households. The model consists of agents representing urban households that are linked to each other creating a social network that influences the water conservation behaviour of its members. Household agents are influenced as well by policies and environmental pressures, such as drought. The UWAB model simulates behaviour resulting in the evolution of water conservation within an urban population. The final outcome of the model is the evolution of the distribution of different conservation levels (no, low, high) to the selected urban population. In addition, UWAB is implemented in combination with an existing urban water management simulation tool, the Urban Water Optioneering Tool (UWOT) in order to create a modelling platform aiming to facilitate an adaptive approach of water resources management. For the purposes of this proposed modelling platform, UWOT is used in a twofold manner: (1) to simulate domestic water demand evolution and (2) to simulate the response of the water system to the domestic water demand evolution. The main advantage of the UWAB - UWOT model integration is that it allows the investigation of the effects of different water demand management strategies to an urban population's water demand behaviour and ultimately the effects of these policies to the volume of domestic water demand and the water resources system. The proposed modelling platform is optimised to simulate the effects of water policies during the Athens drought period of 1988-1994. The calibrated modelling platform is then applied to evaluate scenarios of water supply, water demand and water demand management strategies.

  8. Domestic hot water consumption vs. solar thermal energy storage: the optimum size of the storage tank

    Rodríguez Hidalgo, María del Carmen; Rodríguez Aumente, Pedro A.; Lecuona Newman, Antonio; Legrand, Mathieu; Ventas Garzón, Rubén

    2012-01-01

    Many efforts have been made in order to adequate the production of a solar thermal collector field to the consumption of domestic hot water of the inhabitants of a building. In that sense, much has been achieved in different domains: research agencies, government policies and manufacturers. However, most of the design rules of the solar plants are based on steady state models, whereas solar irradiance, consumption and thermal accumulation are inherently transient processes. As a result of thi...

  9. New test methodologies to analyse direct expansion solar assisted heat pumps for domestic hot water

    Faco, Jorge; Carvalho, M. J.

    2014-01-01

    Since there are not specific standards for testing direct expansion solar assisted heat pumps for domestic hot water, new testing methodologies are proposed supported by laboratory experiments. Two methodologies were developed for performance measurement: modified BIN method and long term performance prediction with a TRNSYS model validated with specific experimental conditions. The long term performance prediction is a methodology similar to the already obtained for solar thermal systems. A ...

  10. Domestic wastes incineration in France situation in 2000 evolution and perspectives the 31.12.2002; Incineration des dechets menagers en France situation en 2000 evolution et perspectives au 31.12.2002

    NONE

    2003-07-01

    This document presents the analysis and the conclusions of a working group, concerning the domestic wastes incineration. It presents successively the place of the domestic wastes in the wastes management approach, the regulations, the methodology and the corresponding results of an inquiry realized in 2000 and the research programs on the incineration as the Best Available Techniques, the sanitary impacts of the UIOM (domestic wastes incineration plants), the vitrification, the greenhouse effect. (A.L.B.)

  11. 77 FR 14307 - Water and Waste Disposal Loans and Grants

    2012-03-09

    ...; ] DEPARTMENT OF AGRICULTURE Rural Utilities Service 7 CFR 1777 RIN 0572-AC26 Water and Waste Disposal Loans and... (RUS) proposes to amend the regulations pertaining to the Section 306C Water and Waste Disposal (WWD) Loans and Grants program, which provides water and waste disposal facilities and services to...

  12. 77 FR 43149 - Water and Waste Disposal Loans and Grants

    2012-07-24

    ... CFR Part 1777 RIN 0572-AC26 Water and Waste Disposal Loans and Grants AGENCY: Rural Utilities Service... related to the Section 306C Water and Waste Disposal (WWD) Loans and Grants Program, which provides water and waste disposal facilities and services to low-income rural communities whose residents...

  13. The use of helical heat exchanger for heat recovery domestic water-cooled air-conditioners

    An experimental study on the performance of a domestic water-cooled air-conditioner (WAC) using tube-in-tube helical heat exchanger for preheating of domestic hot water was carried out. The main aims are to identify the comprehensive energy performance (space cooling and hot water preheating) of the WAC and the optimum design of the helical heat exchanger taking into account the variation in tap water flow rate. A split-type WAC was set up for experimental study at different indoor and outdoor conditions. The cooling output, the amount of recovered heat, and the power consumption for different hot water flow rates were measured. The experimental results showed that the cooling coefficient of performance (COP) of the WAC improves with the inclusion of the heat recovery option by a minimum of 12.3%. This can be further improved to 20.6% by an increase in tap water flow rate. Same result was observed for the comprehensive COP of the WAC. The maximum achievable comprehensive COP was 4.92 when the tap water flow rate was set at 7.7 L/min. The overall heat transfer coefficient of the helical heat exchanger under various operating conditions were determined by Wilson plot. A mathematical model relating the over all heat transfer coefficient to the outer pipe diameter was established which provides a convenient way of optimising the design of the helical heat exchanger

  14. Thermal performance of small solar domestic hot water systems in theory, in the laboratory and in practice

    Andersen, Elsa

    1998-01-01

    for poor thermal performances of systems tested in practice are given. Based on theoretical calculations the negative impact on the thermal performance, due to a large number of different parameter variations are given. Recommendations for future developments of small solar domestic hot water systems......The aim of the project is to present results of measurements and theoretical calculations for solar domestic hot water systems installed and tested in the laboratory and in practice. The solar domestic hot water systems from which results are presented are all based on small tanks. Further, reasons...

  15. Yeasts and yeast-like fungal contaminants of water used for domestic purposes in Jos, Nigeria

    Grace Mebi Ayanbimpe

    2013-01-01

    Full Text Available Water used for domestic purposes is ideally required to be free from contaminants. Various contaminants have frequently affected the quality of such water. Water samples were obtained from 150 sources including 72 wells, 60 streams, 17 taps, and one borehole, randomly selected from five residential areas in Jos, Nigeria. Structured questionnaires and one-to- one interview was used to obtain information on features of location and use of facilities in each area. Eighty (53.3% water sources were contaminated, predominantly wells (70.8%. The locations (identified in code with the highest number of contaminated sources were AGO (60.0%, GBU (56.7% and FGD (56.7%. AGD and FGD also had the highest ratio of households to one water source (25:1. Eighty- two fungi were isolated, predominantly Candida tropicalis (23.2%, Candida lipolytica (10.9% and Rhodotorula sp (9.7%. Candida lipolytica was the highest (42.9% contaminant in tap water. Rhodotorula sp was found in all types of water sources sampled. Type of water source had a significant effect (P<0.05 on the presence of some fungi in the water. The residential area (Location had a significant effect on contamination of water sources by some yeasts. Water sources for domestic use in Jos are contaminated by yeasts and yeast-like fungi. Frequency of use, exposure of the facility to dirt, and contaminations of surroundings contribute to the occurrence of fungi in water sources and, by implication, the prevalence of fungal infections.

  16. Radiation purification of waste water from cyanides

    A possibility of using a radiation method for purification of waste water from cyanides of nitrile department of acrylic acid containing 15-100 mg/l CN-ions is investigated. Irradiation of samples has been executed by a source of ?-radiation Cs137. Dose rate is equal to 65 rad/s. 90% degree of cyanide decomposition is attained at the dose of 0.45 Mrad. Radiolysis of waste waters has been conducted under heating for increase of the degree of purification and decrease of absorbed radiation dose. At temperature growth up to 90 deg C complete decomposition of cyanides has been attained at the dose of 0.5 Mrad. Cyanates, carbonates and ammonium ions are shown to be formed as the main products of radiolysis

  17. The methanation of domestic wastes and related products: the organic wastes recycling and their energy potential valorization; La methanisation des dechets menagers et assimiles: recycler les dechets organiques et valoriser leur potentiel energetique

    NONE

    2000-07-01

    The methanation is a technology of domestic wastes treatment, which is increasing in Europe. It constitutes a privileged offer to satisfy the organic wastes recycling objectives. Based on a presentation of the technologies and application domains, economic and energetic data, this document brings more technological choices for those are concerned by the organic wastes treatment. (A.L.B.)

  18. Glucoamylase production from food waste by solid state fermentation and its evaluation in the hydrolysis of domestic food waste

    Esra Uçkun Kiran; Antoine P. Trzcinski; Yu Liu,

    2014-01-01

    In this study, food wastes such as waste bread, savory, waste cakes, cafeteria waste, fruits, vegetables and potatoes were used as sole substrate for glucoamylase production by solid state fermentation. Response surface methodology was employed to optimize the fermentation conditions for improving the production of high activity enzyme. It was found that waste cake was the best substrate for glucoamylase production. Among all the parameters studied, glucoamylase activity was significantly aff...

  19. Semipilot Waste Water Treatment by Photocatalysis

    Morozová, Magdalena; Spáčilová, Lucie; Maléterová, Ywetta; Šolcová, Olga

    - : -, 2014, P.31. ISBN N. [Pannonian Symposium on Catalysis /12./. Třešť (CZ), 16.09.2014-20.09.2014] R&D Projects: GA TA ČR TA01020804; GA TA ČR TA03010548 Institutional support: RVO:67985858 Keywords : verification * waste water * degradation Subject RIV: CI - Industrial Chemistry, Chemical Engineering http://pannonia2014.icpf.cas.cz/wp-content/uploads/2014/09/abstrakty_final.pdf

  20. Tin Sulfide Nanoparticle Synthesis from Waste Waters

    Jitender Gaur; Shilpa Jain,; Suresh Chand; Narender Kumar Kaushik

    2014-01-01

    Tin and its derivatives are extensively used in modern technology tools which lead requirement for development of green methods for its waste management and profitable recycling. Presence of tin in water bodies causes enormous environmental concern due to its acute toxicity to living beings. We demonstrate a simple and zero emission process for extraction of tin ions from aqueous solution using dithiocarbamate-based copolymer and its single step quantitative recovery an...

  1. Waste Water Disposal Design And Management V

    This book deals with waste water disposal, design and management, which includes biofilm process, double living things treatment and microscopic organism's immobilized processing. It gives descriptions of biofilm process like construction, definition and characteristic of construction of biofilm process, system construction of biofilm process, principle of biofilm process, application of biofilm process, the basic treatment of double living thing and characteristic of immobilized processing of microscopic organism.

  2. Analysis, Modeling and Optimum Design of Solar Domestic Hot Water Systems

    Qin, Lin

    1999-01-01

    This study focus on the analysis, modeling and simulation of solar domestic hot water(DHW) systems. Problems related to the system operation such as input weather data and hot water load conditions are also investigated.In order to investigate the heat loss as part of the total heat load, dynamic...... model of distribution network is developed and simulations are carried out for typical designed circulation type of distribution networks. For dynamic simulation of thermosyphon and drain-back solar DHW systems, thermosyphon loop model and drain-back tank model are put forward. Based on the simulations...

  3. Evaluating Domestic Hot Water Distribution System Options with Validated Analysis Models

    Weitzel, E. [Alliance for Residential Building Innovation, Davis, CA (United States); Hoeschele, E. [Alliance for Residential Building Innovation, Davis, CA (United States)

    2014-09-01

    A developing body of work is forming that collects data on domestic hot water consumption, water use behaviors, and energy efficiency of various distribution systems. Transient System Simulation Tool (TRNSYS) is a full distribution system developed that has been validated using field monitoring data and then exercised in a number of climates to understand climate impact on performance. In this study, the Building America team built upon previous analysis modeling work to evaluate differing distribution systems and the sensitivities of water heating energy and water use efficiency to variations of climate, load, distribution type, insulation and compact plumbing practices. Overall, 124 different TRNSYS models were simulated. The results of this work are useful in informing future development of water heating best practices guides as well as more accurate (and simulation time efficient) distribution models for annual whole house simulation programs.

  4. Determination of Heavy Metal Levels in Various Industrial Waste Waters

    Mustafa ?ahin Dndar; Hseyin Altunda?; Sinem Kaygaldurak; Volkan ?ar; Aysun Acar

    2012-01-01

    Important part of the environmetal pollution consists of waste water and water pollution. The water polluted by anthropogenical, industrial, and agricultural originated sources are defined as waste waters which are the main pollution sources for reservoirs, rivers, lakes, and seas. In this work, waste waters of leather, textile, automotive side, and metal plating industries were used to determine the levels of Cu, Zn, Cr, Pb and Ni by using Flame Atomic Absorption Spectrometer. As a result, h...

  5. Quantitative Assessment of Water Use Efficiency in Urban and Domestic Buildings

    Vicente Santiago-Fandio

    2013-08-01

    Full Text Available This paper discusses the potential of water savings at property, household and urban levels, through the application of environmentally sound technologies (ESTs, as well as their quantification using the software Wise Water. Household centered measures are identified that allow for significant reduction of drinking water consumption with comparatively small effort, and without limitation of comfort. Furthermore, a method for the estimation of water recycling, for rainwater harvesting and for the utilization potential as locally available renewable freshwater is presented. Based on this study, the average drinking water consumption in urban households of industrialized countries could be reduced by approximately one third, without significant investment costs, either within the framework of new constructions or by the remodeling of water and sanitation systems in residential buildings. By using a secondary water quality, the drinking water demand could even be reduced by 50%. In the case of an area-wide application, the overall fresh water demand of cities and the exploitation of fresh water resources could be significantly reduced. Due to the comparability of the domestic water use of the investigated households, the findings are internationally transferable, for example to countries in Europe, Asia, and also the USA.

  6. Simulation Programs for Ph.D. Study of Analysis, Modeling and Optimum Design of Solar Domestic Hot Water Systems

    Qin, Lin

    1999-01-01

    The design of solar domestic hot water system is a complex process, due to characteristics inherent in solar heating technology. Recently, computer simulation has become a widely used technique to improve the understanding of the thermal processes in such systems. This report presents the detailed...... programs or units that were developed in the Ph.D study of " Analysis, Modeling and Optimum Design of Solar Domestic Hot Water Systems"....

  7. Theoretical and experimental evaluations of the convective and conductive heat transfers in a domestic hot-water store

    Chauvet, L. P. J.

    1991-01-01

    The design of a water based thermal store for use in a domestic central heating system has been investigated theoretically, experimentally and numerically. The transient operation of the store during both the space heating and domestic hot-water modes of operation have been investigated separately. Heat transfer correlations in terms of Nusselt and Rayleigh numbers have been developed in order to predict the natural convection heat transfer coefficient for the outside sur...

  8. Patterns of domestic water use in rural areas of Zimbabwe, gender roles and realities

    Makoni, Fungai S.; Manase, Gift; Ndamba, Jerry

    This paper presents practical experiences into the pattern of domestic water use, benefits and the gender realities. The study was undertaken in two districts of Zimbabwe, Mt Darwin and Bikita covering a total of 16 villages. The study aimed to assess the patterns of domestic water use, benefits derived from its use among the gender groups. Methodology for participatory assessment (MPA) was used for data collection and was done in a participatory manner. Traditionally most people in Zimbabwe are subsistence farmers who rely on rain fed agriculture. Where primary water sources are available such as shallow wells, family wells, deep wells and boreholes households use the water for household water and sanitation, irrigate small family gardens as well as their livestock. The survey established that women and men usually rank uses of water differently. In the two districts it was evident that women are playing more roles in water use and it is apparent that women are most often the users, managers and guardians of household water and hygiene. Women also demonstrated their involvement in commercial use of water, using water for livestock watering (20%) as well as brick moulding (21%). These involvement in commercial use were influenced by survival economics as well as the excess and reliability of the supply. The different roles and incentives in water use of women and men was demonstrated in how they ranked the benefits of water and sanitation. Men ranked clean drinking water among others as a top priority while women ranked improved health and hygiene and reduced distance as top priority. Overall the benefits highlighted by the communities and especially women were meeting the practical needs such as better access to water and reducing their work load. The assessment demonstrated the active role of women in water sources management highlighting quality, reliability and restrictions to their use. Though the communities gave the impression that decision making in the sitting and construction of water points was equally among the gender groups, however it was evident that men have a greater role than women in public decision making.

  9. Removal of ammonia from power plant waste water

    The amount of ammonia in surface waters from power plant waste water is investigated. Several methods for the removal of ammonia from waste water are described (steam stripper, air stripper, catalytic oxidation), the performance and efficiency is tested. For each water treatment method the mass and energy balance and the efficiency are determined. (SR)

  10. Disposal of liquid radioactive waste - discharge of radioactive waste waters from hospitals

    A survey is given about legal prescriptions in the FRG concerning composition and amount of the liquid waste substances and waste water disposal by emitting into the sewerage, waste water decay systems and collecting and storage of patients excretions. The radiation exposure of the population due to drainage of radioactive waste water from hospitals lower by more than two orders than the mean exposure due to nuclear-medical use. (HP)

  11. Evaluating Domestic Hot Water Distribution System Options With Validated Analysis Models

    Weitzel, E.; Hoeschele, M.

    2014-09-01

    A developing body of work is forming that collects data on domestic hot water consumption, water use behaviors, and energy efficiency of various distribution systems. A full distribution system developed in TRNSYS has been validated using field monitoring data and then exercised in a number of climates to understand climate impact on performance. This study builds upon previous analysis modelling work to evaluate differing distribution systems and the sensitivities of water heating energy and water use efficiency to variations of climate, load, distribution type, insulation and compact plumbing practices. Overall 124 different TRNSYS models were simulated. Of the configurations evaluated, distribution losses account for 13-29% of the total water heating energy use and water use efficiency ranges from 11-22%. The base case, an uninsulated trunk and branch system sees the most improvement in energy consumption by insulating and locating the water heater central to all fixtures. Demand recirculation systems are not projected to provide significant energy savings and in some cases increase energy consumption. Water use is most efficient with demand recirculation systems, followed by the insulated trunk and branch system with a central water heater. Compact plumbing practices and insulation have the most impact on energy consumption (2-6% for insulation and 3-4% per 10 gallons of enclosed volume reduced). The results of this work are useful in informing future development of water heating best practices guides as well as more accurate (and simulation time efficient) distribution models for annual whole house simulation programs.

  12. Performance of alternative refrigerant R430A on domestic water purifiers

    In this study, performance of R430A is examined numerically and experimentally in an effort to replace HFC134a used in refrigeration system of domestic water purifiers. Even though HFC134a is used predominantly in such a system these days, it needs to be phased out in near future in most of the developed countries due to its high global warming potential. To solve this problem, cycle simulation and experiments are carried out with a new refrigerant mixture of 76%R152a/24%R600a using actual water purifiers. This mixture is numbered and listed as R430A by ASHRAE recently. Test results show that the system performance is greatly influenced by the amount of charge due to the small internal volume of the refrigeration system in water purifiers. With the optimum amount of charge of 21-22 g, about 50% of HFC134a, the energy consumption of R430A is 13.4% lower than that of HFC134a. The compressor dome and discharge temperatures and condenser center temperature of R430A are very similar to those of HFC134a for the optimum charge. Overall, R430A, a new long term environmentally safe refrigerant, is a good alternative for HFC134a in domestic water purifiers requiring no major change in the system.

  13. Radioactive wastes from possible future UK Light Water Reactors

    The predictive radioactive wastes from the operation and decommissioning of various designs of Light Water Reactor (LWR) are reviewed and compared to the Sizewell 'B' Pressurised Water Reactor. The designs considered are the N4, Konvoi, System 80+, Advanced PWR, AP600, Advanced Boiling Water Reactor, the European Pressurised Water Reactor (EPR) and the Sizewell 'XL' design. The sources of activity, active arisings, waste treatment plants, discharges to the environment, the optimisation of waste treatment, lifetime arisings of solid waste and the characteristics of spent fuel are addressed. Conclusions are drawn on the implications for UK waste management policy. (author)

  14. The processing of domestic and assimilated wastes in collection facilities in 1998; Le traitement des dechets menagers et assimiles en centres collectifs en 1998

    NONE

    2000-01-01

    This document is the forth issue of the results of the annual French inventory of collection facilities for the processing, sorting, transit or disposal of domestic and assimilated wastes. The year 1998 is characterized by a 4% increase of the number of facilities which mainly concerns the composting units of green wastes. From the 23.3 millions of tons of municipal wastes collected, 5 millions of tons are submitted to a further valorization (slags, compost, recycled materials) and 7 millions of MWh are produced by the incineration plants. 3.5 millions of tons of wastes (8%, 1/3 municipal and 2/3 industrial) are processed in sorting facilities. A detailed database for each facility is added to the document and allows to better evaluate the development of domestic wastes processing in France and the efficiency of the French waste management policy. (J.S.)

  15. Use of Industrial Waste Water for Agricultural Purpose: Pb and Cd in Vegetables in Bikaner City, India

    Rajendra Singh

    2012-12-01

    Full Text Available Shortage of irrigation water resources is leading to the use of domestic and industrial waste water in agriculture. esp. in urban areas. Being contaminated by metals and various toxic chemicals these waste waters leads to the exposure of heavy metals and hazardous chemicals and the subsequent human health hazards through agriculture products and live stocks. Increasing cases of cancer and kidney problems is also related with this aspect. In present study human health risk assessment taken in concern with the respect of some heavy metals of toxicological interest.

  16. Processing method for cleaning water waste from cement kneader

    The present invention concerns a method of processing cleaning water wastes from a cement kneader in a case of processing liquid wastes containing radioactive wastes or deleterious materials such as heavy metals by means of cement solidification. Cleaning waste wastes from the kneader are sent to a cleaning water waste tank, in which gentle stirring is applied near the bottom and sludges are retained so as not to be coagulated. Sludges retained at the bottom of the cleaning water waste tank are sent after elapse of a predetermined time and then kneaded with cements. Thus, since the sludges in the cleaning water are solidified with cement, inhomogenous solidification products consisting only of cleaning sludges with low strength are not formed. The resultant solidification product is homogenous and the compression strength thereof reaches such a level as capable of satisfying marine disposal standards required for the solidification products of radioactive wastes. (I.N.)

  17. Technical comparison of domestic hot water system which used in China and Denmark

    Zhang, Lipeng; Gudmundsson, Oddgeir; Thorsen, Jan Eric; Li, Hongwei; Svendsen, Svend

    2014-01-01

    environmentally friendly energy-consumption system, such as Denmark and China. Nevertheless, the development of DHW networks in these two countries differs significantly. This article detailed the comparisons in technical aspect: common preparation methods of DHW through district heating was introduced in China......Regardless of where they are in the world, people depend on a reliable and sufficient supply of domestic hot water (DHW) for daily use. Some countries, which have district heating infrastructure, combine spacing heating (SH) and DHW together, with the aim of having a smart, energy efficient and...

  18. Pollution characterization of waste water of an industrial zone - Example of a dairy water clarification

    The objective of this study is the estimation of the polluting load generated by domestic effluents added to those of various industries in one of the most important industrial zone in Africa. Analysis of waste water showed strong and irregular pollution which is prejudicial for the aquatic receiving medium (river, sea). This pollution is confirmed among others by COD/BOD ratio which may attain the value of 1.8. Pre-treatment by coagulation floculation of waste water used in a dairy belonging to this industrial zone showed a considerable reduction of the initial pollution by a systematic decreasing of pollution parameters. Aluminium sulphates and iron chloride tested in this experience have reduced considerably all the studied parameters; the organic charge has received a very significant reduction up to 99%. The discharge of treated effluent in the surrounding river or its use for recycling aims is then possible for this industry. However, the formed sludge can be the subject of a suitable treatment for possible agricultural, avicolous valorisation or other. (author)

  19. U.S. Biofuel Policies and Domestic Shifts in Agricultural Land Use and Water Balances

    Teter, J.; Yeh, S.; Mishra, G. S.

    2014-12-01

    Policies promoting domestic biofuels production could lead to significant changes in cropping patterns. Types of direct and indirect land use change include: switching among crops (displacement), expanding cropped area (extensification), and altering water/soil management practices (e.g. irrigation, tillage) (intensification). Most studies of biofuels water use impacts calculate the water intensity of biofuels in liters of irrigated/total evapotranspired water per unit energy of biofuels. But estimates based on this approach are sensitive to assumptions (e.g. co-product allocation, system boundaries), and do not convey policy-relevant information, as highlighted by the issue of land use change. We address these shortcomings by adopting a scenario-based approach that combines economic modeling with crop-water modeling of major crops and biofuel feedstocks. This allows us to holistically compare differences in water balances across policy scenarios in an integrated economic/agricultural system. We compare high spatial resolution water balance estimates under three hypothetical policy scenarios: 1) a counterfactual no-policy scenario, 2) modified Renewable Fuels Standard mandates (M-RFS2), & 3) a national Low Carbon Fuel Standard plus a modified RFS2 scenario (LCFS+RFS2). Differences between scenarios in crop water balances (i.e. transpiration, evaporation, runoff, groundwater infiltration, & irrigation) are regional and are a function of changes in land use patterns (i.e. displacement, intensification, & extensification), plus variation in crop water-use characteristics. Cropped land area increases 6.2% and 1.6% under M-RFS2 and LCFS+RFS2 scenarios, respectively, by 2030. Both policy scenarios lead to reductions in net irrigation volumes nationally compared to the no-policy scenario, though more irrigation occurs in regions of the Midwest and West. The LCFS+RFS2 reduces net irrigation water use by 3.5 times more than M-RFS2. However, both policies drive extensification and hence greater net transpiration (i.e. economically useful water consumption), at the expense of groundwater infiltration, which recharges surface & groundwater stocks. Our study illustrates potential tradeoffs in water resource availability that might result from domestic policies promoting bioenergy.

  20. How to reduce risk of climate change: Domestic hot water production methanization and programmed timing of heaters

    This paper first identifies a significant and deleterious trend, in terms of poor energy efficiency and high carbon dioxide emissions, towards the increased use of electric water heaters for sanitary hot water production in single family units. It then points out how the use of wall mounted methane fired boilers can result in overall energy savings (overall electric power consumption for domestic hot water production is estimated to represent one- quarter of Italy's total domestic power demand), as well as air pollution abatement. The feasibility of other methods of energy conservation and pollution abatement in domestic water heating are also examined. These include the use of solar hot water heaters, computerized timers which allow users to program the operation of their heating plants, and the adoption by residential communities of methane fuelled district heating plants

  1. Improved waste water treatment by bio-synthesized Graphene Sand Composite.

    Poornima Parvathi, V; Umadevi, M; Bhaviya Raj, R

    2015-10-01

    The photocatalytic and antibacterial properties of graphene biosynthesized from sugar and anchored on sand particles has been focused here. The morphology and composition of the synthesized Graphene Sand Composite (GSC) was investigated by means of X-ray powder diffraction (XRD), Scanning Electron Microscopy (SEM), Energy Dispersive X-Ray Spectroscopy (EDAX), Fourier Transform Infra-red Spectroscopy (FTIR) and UV-Visible spectroscopy. SEM images show wrinkly edges. This is characteristic of graphenic morphology. Three types of waste water samples namely, textile waste (TW), sugarcane industrial waste water (SW) and domestic waste water from a local purification center at Kodaikanal (KWW) were collected and treated. Adsorption experiments showed effective removal of impurities at 0.2 g of GSC. Photocatalytic activity was analyzed under visible and ultraviolet irradiation. The rate constant for TW increased to 0.0032/min for visible light irradiation from 0.0029/min under UV irradiation. SW showed similar improved activity with rate constant as 0.0023/min in visible irradiation compared to 0.0016/min under UV irradiation. For KWW enhanced activity was seen only in visible light irradiation with rate constant 0.0025/min. GSC showed an inhibition zone of 20 mm against the bacterium Escherichia coli. Results suggest development of economic and effective waste water management systems. PMID:26265599

  2. Waste Water Management and Infectious Disease. Part II: Impact of Waste Water Treatment

    Cooper, Robert C.

    1975-01-01

    The ability of various treatment processes, such as oxidation ponds, chemical coagulation and filtration, and the soil mantle, to remove the agents of infectious disease found in waste water is discussed. The literature concerning the efficiency of removal of these organisms by various treatment processes is reviewed. (BT)

  3. Process for removing sulfate anions from waste water

    Nilsen, David N. (Lebanon, OR); Galvan, Gloria J. (Albany, OR); Hundley, Gary L. (Corvallis, OR); Wright, John B. (Albany, OR)

    1997-01-01

    A liquid emulsion membrane process for removing sulfate anions from waste water is disclosed. The liquid emulsion membrane process includes the steps of: (a) providing a liquid emulsion formed from an aqueous strip solution and an organic phase that contains an extractant capable of removing sulfate anions from waste water; (b) dispersing the liquid emulsion in globule form into a quantity of waste water containing sulfate anions to allow the organic phase in each globule of the emulsion to extract and absorb sulfate anions from the waste water and (c) separating the emulsion including its organic phase and absorbed sulfate anions from the waste water to provide waste water containing substantially no sulfate anions.

  4. Health improvement of domestic hot tap water supply Gusev, Kaliningrad Region, Russia. Make-up water tank project. Final report

    Aagaard, Joergen

    1998-07-01

    This report describes the project `Health Improvement of Domestic Hot Tap Water Supply, Gusev, Kaliningrad, Russia`, which was carried out in the autumn of 1996 and financed by the Danish Environmental Protection Agency, the Danish Energy Agency and Gusev Municipality. The project proposal and application outlined the following objectives: Erection of system so that hot tap water, which is tapped directly from the district heating system, obtains an acceptable quality in health terms; Complete training and education, so that the plant can be operated and maintained by the power station`s staff and rehabilitation projects within supply of domestic water and district heating can be promoted to the greatest possible extent; Systems for heat treatment of make-up water were implemented in less than three months; The project was carried out in close Danish-Russian co-operation from the beginning of engineering to the commissioning and resulted in transfer and demonstration of know-how and technology; Information was recorded on the existing domestic water and heat supply systems as well as on the treatment of sewage, and recommendations for rehabilitation projects were made. Previously, when the temperature in the district heating system was relatively high, a heat treatment apparently took place in the district heating system. However, due to the current poor economic situation there are no means with which to buy the fuel quantities necessary to maintain the previously normal district heating temperature. In the new concept the cold make-up water is heated to >80 deg. C as required by the health authorities before it is led to the district heating return system and subsequently heated to the actual supply temperature of 50-60 deg. C. The energy consumption in the two concepts is approximately the same. A 1,000 m{sup 3} tank with heating coils was erected between the make-up water system and the district heating system. The tank should equalise the daily capacity difference between the make-up water production and consumption of make-up water. (EG)

  5. Cultivating Microalgae in Domestic Wastewater for Biodiesel Production

    Mostafa, Soha S.M.; Shalaby, Emad A.; Mahmoud, Ghada I

    2012-01-01

    The objective of this study was to evaluate the growth of nine species of microalgae (green and blue green microalgae) on domestic waste water samples obtained from Zenein Waste Water Treatment Plant (ZWWTP), Giza governorate, Egypt. The species were cultivated in different kind of waste water; before treatment; after sterilization; with nutrients with sterilization and with nutrients without sterilization. The experiment was conducted in triplicate and cultures were incubated at 25�1�C under...

  6. Co-digestion of source segregated domestic food waste to improve process stability

    Zhang, Yue; Banks, Charles J.; Heaven, Sonia

    2012-01-01

    Cattle slurry and card packaging were used to improve the operational stability of food waste digestion, with the aim of reducing digestate total ammoniacal nitrogen concentrations compared to food waste only. Use of cattle slurry could have major environmental benefits through reducing greenhouse gas emissions associated with current management practices; whilst card packaging is closely linked to food waste and could be co-collected as a source segregated material. Both options increase the...

  7. NATURAL WASTE WATER PURIFICATION IN CONSTRUCTED WETLAND SYSTEM

    AGNES SULI; T. MOLNAR; JUDIT PETER SZUCS; L. SALLAI

    2009-01-01

    The comprehensive enhancement of the environment is an important task in Hungary too in order to maintain and improve the life quality of both humans and other living creatures. Waste water treatment and solid waste management have become significant issues since joining the European Union. Thus it has become timely to develop or borrow an effective and attainable sewage water treatment technology adapted to Hungarian circumstances. Some prototypes of waste water treatment plants that use nat...

  8. Cryptosporidium and Giardia in Humans, Domestic Animals, and Village Water Sources in Rural India.

    Daniels, Miles E; Shrivastava, Arpit; Smith, Woutrina A; Sahu, Priyadarshi; Odagiri, Mitsunori; Misra, Pravas R; Panigrahi, Pinaki; Suar, Mrutyunjay; Clasen, Thomas; Jenkins, Marion W

    2015-09-01

    Cryptosporidium parvum and Giardia lamblia are zoonotic enteric protozoa of significant health concern where sanitation, hygiene, and water supplies are inadequate. We examined 85 stool samples from diarrhea patients, 111 pooled fecal samples by species across seven domestic animal types, and water from tube wells (N = 207) and ponds (N = 94) across 60 villages in coastal Odisha, India, for Cryptosporidium oocysts and Giardia cysts to measure occurrence, concentration/shedding, and environmental loading rates. Oocysts/cysts were detected in 12% of diarrhea patients. Detection ranged from 0% to 35% for Cryptosporidium and 0% to 67% for Giardia across animal hosts. Animal loading estimates indicate the greatest contributors of environmental oocysts/cysts in the study region are cattle. Ponds were contaminated with both protozoa (oocysts: 37%, cysts: 74%), as were tube wells (oocysts: 10%, cysts: 14%). Future research should address the public health concern highlighted from these findings and investigate the role of domestic animals in diarrheal disease transmission in this and similar settings. PMID:26123963

  9. The Use of Solar Energy for Preparing Domestic Hot Water in a Multi-Storey Building

    Giedrius Šiupšinskas

    2012-12-01

    Full Text Available The article analyses the possibilities of solar collectors used for a domestic hot water system and installed on the roofs of modernized multi-storey buildings under the existing climate conditions. A number of combinations of flat plate and vacuum solar collectors with accumulation tank systems of various sizes have been examined. Heat from the district heating system is used as an additional heat source for preparing domestic hot water. The paper compares calculation results of energy and economy regarding the combinations of flat plate and vacuum solar collectors and the size of the accumulation tank. The influence of variations in the main indicators on the final economic results has also been evaluated. Research has been supported applying EC FP7 CONCERTO program (‘‘Sustainable Zero Carbon ECO-Town Developments Improving Quality of Life across EU - ECO-Life’’ (ECO-Life Project Contract No. TREN/FP7EN/239497/”ECOLIFE”.Article in Lithuanian

  10. Diagnosis of small capacity reverse osmosis desalination unit for domestic water

    Tunisian norm of drinking water tolerates a maximum TDS of 1.5 g/L, and the domestic water presents usually a salinity grater than 500 mg/L. In the last years, several small capacity reverse osmosis desalination prototypes have been marketed. They are used to desalinate brackish water with TDS lower than 1.5 g/L. This RO unit, tested with tap waters during four years, was diagnosed. The RO unit produces 10-15 L/Hour with a recovery rate between 25 and 40 pour cent and salt rejection in order of 90 pour cent. The salinity of the tested domestic water is located between 0.4 and 1.4 g/L. Water pretreatment is composed of three filtration operations (cartridge filter, granulate active carbon filter and 5 =m cartridge filter). Pretreated water is pumped through RO membrane with maximum pressure of 6 bars. At the 4th year, the RO unit performances were substantial decreased. Recovery rate and salt rejection fall down more than 50 and 100% respectively and the pressure drop increase from 1 to 2.1 bar The membrane regeneration allowed only the rate recovery restoration. The membrane selectivity was not improved. The membrane seems irreversibly damaged by the tap water chlorine none retained by the deficient pretreatment. An autopsy of the used RO membrane was done by different analysis techniques as SEM/EDX, AFM, XRD and FTIR spectroscopy. The analysis of membrane (proper and used) surfaces show a deposit film on the used membrane witch evaluated to environ 2 =m, it indicates a fooling phenomenon. The SEM photos show deterioration on the active layer material of the membrane witch seems attacked by the tap water chlorine. The X Rays Diffraction and FTIR show that the deposit collected on the used membrane contains organic and mineral (Gypsum, SiO2 and clays) materials. Silicates and clays can exist in tap waters and reach the RO membrane when the pretreatment micro-filter became deficient. The Gypsum presence is due only to germination on the membrane.

  11. Region 9 NPDES Facilities 2012- Waste Water Treatment Plants

    U.S. Environmental Protection Agency — Point geospatial dataset representing locations of NPDES Waste Water Treatment Plant Facilities. NPDES (National Pollution Discharge Elimination System) is an EPA...

  12. Region 9 NPDES Facilities - Waste Water Treatment Plants

    U.S. Environmental Protection Agency — Point geospatial dataset representing locations of NPDES Waste Water Treatment Plant Facilities. NPDES (National Pollution Discharge Elimination System) is an EPA...

  13. Biology of waste water purification. 4. rev. ed.

    With the aid of biological waste water purification processes, organic and inorganic pollutants can be removed from household service water and industrial water with great efficiently, and the purified water can be led back into the natural cycle. This successful textbook and manual of biological waste water purification explains biological fundamentals and mechanisms and the technical aspects of purification processes in an easily intelligible manner. The new, revised version reflects the latest state of knowledge. (orig.)

  14. EFFICIENCY OF DOMESTIC REVERSE OSMOSIS IN REMOVAL OF TRIHALOMETHANES FROM DRINKING WATER

    S. Mazloomi ، R. Nabizadeh ، S. Nasseri ، K. Naddafi ، S. Nazmara ، A. H. Mahvi

    2009-10-01

    Full Text Available The reaction of disinfectants with natural organic matters existing in water lead to the formation of Disinfection By-Products. Potentially hazardous and carcinogenic characteristics of trihalomethanes (THMs are recognized. Thus removal of THMs or its precursors are necessary for human health. The aim of this study was to study the efficiency of domestic reverse osmosis (RO in removal of trihalomethanes from drinking water. A pilot scale of RO system with Polyamide membrane as Spiral-Wound, Tape wrapping module was used. Feed solution was made by using of pure chloroform. The samples containing chloroform were analyzed using a gas chromatograph equipped with a flame ionization detector. By increasing the flow, the removal rate of chloroform decreased and with declining removal of EC, the removal of chloroform declined too. In this research, at the worst condition, the efficiency of the pilot scale reverse osmosis reached to 80 % removal of chloroform.

  15. Enhancement of natural circulation type domestic solar hot water system performance by using a wind turbine

    Ramasamy, K. K.; Srinivasan, P. S. S.

    2011-08-01

    Performance improvement of existing 200 litres capacity natural convection type domestic solar hot water system is attempted. A two-stage centrifugal pump driven by a vertical axis windmill having Savonius type rotor is added to the fluid loop. The windmill driven pump circulates the water through the collector. The system with necessary instrumentation is tested over a day. Tests on Natural Circulation System (NCS) mode and Wind Assisted System (WAS) mode are carried out during January, April, July and October, 2009. Test results of a clear day are reported. Daily average efficiency of 25-28 % during NCS mode and 33-37 % during WAS mode are obtained. With higher wind velocities, higher collector flow rates and hence higher efficiencies are obtained. In general, WAS mode provides improvements in efficiency when compared to NCS mode.

  16. Conventional versus storage domestic solar hot water systems: A comparative performance study

    This paper presents an experimental comparative performance study between a storage solar domestic hot water system and a conventional one. The storage system differs from the conventional one by integrating the collector and storage tank into one piece of equipment. The investigated storage collector consists of six 80-mm-outside diameter copper tubes connected in series to act as an absorber and a storage tank. Tests under different flow patterns are conducted to simulate different patterns of hot water consumption. The overall heat loss coefficient, useful heat gain, instantaneous efficiency, efficiency factor, heat removal factor and the temperature distribution along the pipe are determined using modified equations derived for the storage collector from the basic derivation of Hottel-Bliss-Whillier. A comparison between the experimental and theoretical results for the storage collector showed good agreements and that between the two systems showed the superiority of the storage system.

  17. Temperature levels in domestic hot water systems and growth of Legionella

    Persson, T.; Wollerstrand, J. [Lund Institute of Technology, Department of Heat and Power Engineering, Lund (Sweden)

    2004-07-01

    In the paper is studied how Legionella develops in a domestic hot water (DHW) system at various conditions. The investigations are done through dynamic simulations and other theoretical calculations. A simple model for growth/dying of Legionella is described. It is shown that if Legionella is released in a limited part of a DHW system that, apart of this, is properly working the risk of getting large concentrations of Legionella at the taps is very small. The main reason for this is that the infected water in the return pipes will be mixed with water from other parts of the system before reaching the taps so that the concentration is decreased greatly. High concentrations of Legionella at the taps are primarily obtained if infected water flows directly to a tap without being mixed with water from other parts of the system. Such situations can for instance arise if the temperature level in the supply pipes is so low that Legionella can multiply in the biofilm in the supply pipes, if a dead end pipe supplies bacteria to a DHW riser, or if Legionella grows in a DHWC riser and the water for some reason flows in the opposite direction (towards the taps). (orig.)

  18. Pore water chemistry of domestic bentonite for the buffer of a repository: analysis of experimental data

    Experiments were conducted using synthetic ground water and domestic bentonite. Upon reaction of the bentonite and ground water, ionic concentration, ph and Eh nearly reached a steady-state within a few days. The pore water chemistry was dominated mainly by the mineralogical composition of bentonite. Analytic results showed that sodium, sulfate, and carbonate were major ions, and their concentrations increased to about 4-5 times those of original ground water. The ph increased from 8.1 to 8.9, and the Eh were between 365 mV and 375 mV. The concentration of most dissolved ions increased with increasing bentonite-to-ground water ratio. On the contrary, the ph and Eh were little affected by bentonite-to-ground water ratio. The dependence of ionic concentration upon temperature had different trends with different ions. Little change in the ph occurred up to 80 dg C, and decreased beyond the value of temperature. The Eh rather increased beyond 80 dg C on contrary to ph. (Author). 21 refs., 4 tabs., 18 figs

  19. Simulation programs for ph.D. study of analysis, modeling and optimum design of solar domestic hot water systems

    Lin Qin

    1998-12-31

    The design of solar domestic hot water (DHW) systems is a complex process, due to characteristics inherent in the solar heating technology. Recently, computer simulation has become a widely used technique to improve the understanding of the thermal processes in such systems. One of the main objects of the Ph.D. study of `Analysis, Modelling and optimum Design of Solar Domestic Hot Water Systems` is to develop and verify programs for carrying out the simulation and evaluation of the dynamic performance of solar DHW systems. During this study, simulation programs for hot water distribution networks and for certain types of solar DHW systems were developed. (au)

  20. Focus on water

    Topic subjects of domestic water supply and waste water treatment as well as water protection are dealt with. Apart from focal subjects of the water economy concerning domestic water supply, waste water management and water protection those articles are of particular importance - with regard to the provision of new structures of regional domestic water supply in the new Federal States - which emphasize the security and especially economy of regional or supraregional interconnection supply and waste water management systems. Thus the break-up - which is planned in many places or which has already been begun - of perfectly structured and above all working interconnection companies of domestic water supply and waste water management has to be stopped immediately. Such a development in the wrong direction will cause immense and irreparable economic damage as it weakens the reorganisation of East Germany at a very sensitive point. (orig./BBR)

  1. On the Possibilities of Producing Hydrogen by High Temperature Electrolysis of Water Steam Supplied from Biomass or Waste Incineration Units

    The incineration of biomass and waste is considered to produce water steam, which then would feed the High Temperature Electrolysis (HTE) process in order to produce hydrogen. For these energy sources, in a French context, results show that water steam production cost could be in a range of 0.02 to 0.06 euros per steam kilogram. Potentially 78 million vehicles could be fed with hydrogen coming from the steam produced by the incineration of the currently non valorized biomass and domestic waste. Furthermore, for each energy source the optimized hydrogen production cost estimation has been performed, including investment and operation costs. (authors)

  2. Treatment for hydrazine-containing waste water solution

    Yade, N.

    1986-01-01

    The treatment for waste solutions containing hydrazine is presented. The invention attempts oxidation and decomposition of hydrazine in waste water in a simple and effective processing. The method adds activated charcoal to waste solutions containing hydrazine while maintaining a pH value higher than 8, and adding iron salts if necessary. Then, the solution is aerated.

  3. Aerospace vehicle water-waste management

    Pecoraro, J. N.

    1973-01-01

    The collection and disposal of human wastes, such as urine and feces, in a spacecraft environment are performed in an aesthetic and reliable manner to prevent degradation of crew performance. The waste management system controls, transfers, and processes materials such as feces, emesis, food residues, used expendables, and other wastes. The requirements, collection, transport, and waste processing are described.

  4. Waste Water Treatment Plants and the Smart Grid

    Halvgaard, Rasmus; Tychsen, Peter; Munk-Nielsen, Thomas; Grum, Morten; Madsen, Henrik

    2014-01-01

    power production. The energy-heavy processes for waste water transport and treatment could potentially provide a flexible operation with storage capabilities and be a valuable asset to a Smart Grid. In order to enable Waste Water Treatment Plants (WWTPs) as flexible prosumers in the future Smart Grid......, we must update their process control system to model based predictive control that monitors the changed flexible operation and plans ahead. The primary aim of a WWTP is to treat the incoming waste water as much as possible to ensure a sufficient effluent water quality and protect the environment of...... the recipient. The secondary aim is to treat the waste water using as little energy as possible. In the future waste water will be considered an energy resource, that contains valuable nutrients convertible to green biogas and in turn electricity and heat. In a Smart Grid consuming or producing energy...

  5. Effect of composition variations on the long-term wasteform behavior of vitrified domestic waste incineration fly-ash purification residues

    The effect of variations in the composition of fly-ash purification residue from incinerated domestic waste on the quality of the containment achieved by vitrification was investigated. Three main factors determine the long-term containment quality: the production of a vitrified wasteform, the occurrence of possible crystallization, and the key parameters of long-term alteration in aqueous media. Each of these aspects is described within a composition range defined by variations in the three major elements. (silicon, calcium and aluminum) and two groups of constituents (alkali metals and toxic elements). The silicon fraction in the fly-ash residue was found to be decisive: it is impossible to obtain a satisfactory vitrified wasteform below a given silicon concentration. Compounds with the lowest silica content also exhibited the greatest tendency to crystallize under the cooling conditions prevailing in industrial processes (the dominant crystallized phase is a melilite that occupies a significant fraction of the material and considerably modifies the alteration mechanisms). The initial alteration rate in pure water and the altered glass thickness measured in a closed system at an advanced stage of the dissolution reaction are both inversely related to the silicon concentration in the glass. Several types of long-term behavior were identified according to the composition range, the process conditions and the vitrified waste disposal scenario. Four distinct 'classes' of vitrified wasteform were defined for direct application in industrial processes. (author)

  6. WATER CHEMISTRY AND MICROBIAL ASSAY OF DOMESTIC WATER SUPPLY IN GULBARGA CITY, KARNATAKA

    Zeba Perveen,

    2016-03-01

    Full Text Available The biological contamination in drinking water is a major problem of public health in developing world. WHO estimates that about 1.1 billion people globally drink unsafe water and the majority of diarrheal disease in the world (88% is attributable to unsafe water, sanitation and hygiene (WHO 2003.The pace of urbanization is increasing globally, pulling more pressure on local water quality .The study was conducted to assess the water quality values of different areas in Kalaburagi city Karnataka.different standard scientific test were conducted for each sample.

  7. Phytoremediation of domestic wastewaters in free water surface constructed wetlands using Azolla pinnata.

    Akinbile, Christopher O; Ogunrinde, Temitope A; Che Bt Man, Hasfalina; Aziz, Hamidi Abdul

    2016-01-01

    Two constructed wetlands, one with Azolla pinnata plant (CW1) and the other without (CW2) for treating domestic wastewaters were developed. Fifteen water parameters which include: Dissolved Oxygen (DO), Biochemical Oxygen Demand (BOD5), Chemical Oxygen Demand (COD), Total Suspended Solid (TSS), Total Phosphorus (TP), Total Nitrogen (TN), Ammoniacal Nitrogen (NH3N), Turbidity, pH, Electrical Conductivity (EC), Iron (Fe), Magnesium (Mg), Manganese (Mn), and heavy metals such as Lead (Pb) and Zinc (Zn) were analyzed using standard laboratory procedures. The experiments were conducted in two (dry and wet) seasons simultaneously. Results showed considerable reductions in all parameters and metals including Zn in CW1 compared with CW2 in the two seasons considered while Pb and Mn were not detected throughout the study. Zn concentration levels reduced significantly in both seasons just as removal efficiencies of 70.03% and 64.51% were recorded for CW1 while 35.17% and 33.45% were recorded for CW2 in both seasons. There were no significant differences in the removal efficiencies of Fe in both seasons as 99.55%, 59.09%, 88.89%, and 53.56% were recorded in CW1 and CW2 respectively. Azolla pinnata has proved effective in domestic wastewater phytoremediation studies. PMID:26121232

  8. Collection of domestic waste. Review of occupational health problems and their possible causes

    Poulsen, O M; Breum, N O; Ebbehøj, N; Hansen, Åse Marie; Ivens, U I; van Lelieveld, D; Malmros, P; Matthiasen, L; Nielsen, B H; Nielsen, E M

    needed, both to further identify high risk work conditions and to provide a detailed basis for the establishment of occupational exposure limits for mechanical and energetic load particularly in relation to pulling, pushing and tilting of containers. In 1975, an excess risk for chronic bronchitis was...... waste which has been separated at source. However, only limited information exists on possible occupational health problems related to such new systems. Occupational accidents are very frequent among waste collectors. Based on current knowledge, it appears that the risk factors should be considered as...... an integrated entity, i.e. technical factors (poor accessibility to the waste, design of equipment) may act in concert with high working rate, visual fatigue due to poor illumination and perhaps muscle fatigue due to high work load. Musculoskeletal problems are also common among waste collectors. A...

  9. Development of a process to neutralize water-reactive wastes

    The mixed waste storage area at Los Alamos National Laboratory contains a considerable amount of lithium hydride and other water-reactive wastes. A process to neutralize these wastes by controlled hydration in an atmosphere of humid nitrogen is being developed. The kinetics of reaction of lithium hydride with water vapor has been studied at bench scale. The reaction progress can be predicted using the Unreacted Shrinking Core Model for noncatalytic solid-fluid reactions. This model will be utilized in designing of a skid-mounted treatment unit to neutralize water-reactive wastes

  10. Submerged demineralize system processing of TMI-2 accident waste water

    Accident-generated radioactive waste at Three Mile Island Unit 2 includes a varity of high and low specific-activity waste. The high-specific-activity waste, particularly over one million gallons of contaminated water, required special processing and secondary waste handling. General public utilities and its contractors developed a zeolite-based ion-exchange system called the Submerged Demineralizer System to reduce contamination levels in the water to below allowable limits. Testing and modifications resulted in an operating system that had successfully processed waste water from the Reactor Coolant Bleed Tanks, the Reactor Building Basement, and the Reactor Coolant System as of August 1982. System design objectives were met and decontamination criteria established in 10 CFR 20 were attained. Additional wastes that could not be handled routinely were generated by another water-processing system, called EPICOR II. EPICOR II wastes are discussed. Low-specific-activity (LSA) wastes such as trash and resin-bed waste canisters are also included in handling. LSA wastes are routinely handled and shipped according to existing industry practice. Plant records are summarized to provide approximate yearly volumes and curie loadings of low-specific-activity wastes being shipped off the Island to a commercial burial site

  11. Comparative health risks of domestic waste combustion in urban and rural Slovakia.

    Krajcovicová, Jana; Eschenroeder, Alan Q

    2007-10-01

    This paper addresses the health risk incurred by two alternative waste management schemes: open burning of household waste in barrels practiced in rural Slovakia and controlled municipal waste combustion in the city of Bratislava. Using agricultural land use data and village population data we formulate three prototype villages, each representing about one-third of the rural population. The two configurations of the controlled combustion are an outdated municipal waste incinerator (MWI) and a modern waste-to-energy (WTE) plant equipped with modern air pollution control devices. These configurations actually exist(ed) in Bratislava, Slovakia at the same site, but in different time frames. The CALPUFF model provides direct exposure data and the EMERAM software (developed in this paper) computes indirect exposure. A major source of uncertainty is that of the fraction of waste burned in the open. The analysis presented here assumed 10%. At this level, the cancer risk from open burning ranges from 10 to 80 times the commonly regarded de minimus value of one in a million. This means that underthe U.S. contemporary regulatory culture, some regulatory action to control or enforce the burning ban would be expected. Cancer risks from the incinerator ranged from 7 to 371 in a million while the WTE risks were below 1 in a million. Cancer risks from open burning are higher than those of the WTE plant and at the same time affect a larger portion of concerned population. PMID:17969705

  12. The role of domestic tap water on Acanthamoeba keratitis in non-contact lens wearers and validation of laboratory methods.

    Koltas, Ismail Soner; Eroglu, Fadime; Erdem, Elif; Yagmur, Meltem; Tan?r, Ferdi

    2015-09-01

    Acanthamoeba is increasingly recognized as an important cause of keratitis in non-contact lens wearers while contact lens wear is the leading risk factor for Acanthamoeba keratitis (AK). It is unlikely that the Acanthamoeba colonization is a feature which is effective only in patient's homes with infectious keratitis since the organism has been isolated from domestic tap water. Two hundred and thirty-one (231) corneal scrapings were taken from infectious keratitis cases, and four contact lens solutions and domestic tap waters were taken from 22 out of 44 AK-diagnosed patient's homes. Microscopic examination, culture, PCR, real-time PCR and DNA sequencing analyses were used for AK-diagnosed samples. The real-time PCR was the most sensitive (100 %) one among the methods used in diagnosis of AK. The 44 (19.0 %) out of 231 corneal scrapings, 4/4 (100 %) contact lens solution and 11/22 (50 %) of domestic tap water samples were found to be positive by real-time PCR for Acanthamoeba. A. griffini (T3), A. castellanii (T4) and A. jacobsi (T15) genotypes were obtained from corneal scrapings, contact lens solutions and domestic tap water samples taken from the patient's homes diagnosed with AK. The isolation of Acanthamoeba containing 6/22 (27.3 %) A. griffini (T3), 14/22 (63.6 %) A. castellanii (T4) and 2/22 (9.1 %) A. jacobsi (T15) from the domestic tap water outlets of 22 of 44 (50 %) of patient's homes revealed that is a significant source of these organisms. A. griffini (T3) and A. jacobsi (T15) genotypes have not been determined from AK cases in Turkey previously. Thus, we conclude that Acanthamoeba keratitis is associated with exposition of patients who has ocular trauma or ocular surface disease to domestic tap water in endemic or potentially endemic countries. PMID:26017346

  13. Treatment of contaminated waste water by reverse osmosis membrane

    This paper present the results obtained in treatment by reverse osmosis membrane of waste waters containing radioactive elements and other dissolved heavy or rare metals. Cellulose acetate reverse osmosis membranes were used for removal and recovery uranium from mine waters, pond waters and the other waste waters from ore processing. The flux permeate and rejection for solutes presented in solution were determined. The experiments were performed at laboratory scale. The operation conditions are described

  14. Modern methods for the treatment of heavily polluted waste water

    Biological processes are playing an increasingly important role alongside physical, chemical, and thermal processes in integrated process concepts for treatment of industrial waste water. The individual processes are complementary. Biological processes are particularly important in combination with membrane processes, adsorption, or oxidation in the treatment of seepage water from waste dumps. (orig.)

  15. Radiotracer investigations of industrial waste water equalizer-clarifiers

    The methodology and results of radiotracer investigations of an industrial equalizer-clarifier for waste water treatment are presented. Potassium bromide activated in nuclear reactor for sewage labelling was used. The dynamic characteristics of the tank and principal parameters of its operation were determined. The waste water flow model in apparatus was proposed. (author)

  16. Role of radiation technology in waste water management in India

    This paper discusses the problems of waste water management system of Indian cities and its impacts on overall environment conservation and Indian economy. Role of radiation technology in waste water treatment is evaluated in terms of technical and economic viability. (author)

  17. Solar water heating systems feasibility for domestic requests in Tunisia: Thermal potential and economic analysis

    Highlights: • The present work studies the potential of using Domestic Solar Water Heating systems. • The payback period is between 8 and 7.5 years. • The annual savings in electrical energy is between 1316 and 1459 kW h/year. • The savings by using the solar systems is about 3969–4400.34 $. • The annual GHG emission per house is reduced by 27,800 tCO2. - Abstract: The main goal of the present work is to study the energetic and the economic potential of the deployment of Domestic Solar Water Heating systems (DSWHs) instead of using electric/gas/town gas water heaters. A case study related to Tunisian scenario was performed according to a typical Tunisian households composed of 4–5 persons. In this scenario we evaluated the performance and the life cycle perspective of the two most popular DSWHs over the recent years (i.e. DSWH with flat-plate solar collector, FPC, and DSWHs with evacuated-tube solar collector, ETC). The dynamic behavior of DSWHs according to Tunisian data weather was achieved by means of TRNSYS simulation. The Results showed that the FPC and ETC provide about 8118 and 12032 kW h/year of thermal energy. The economic potential of DSWHs in saving electricity and reducing carbon dioxide emissions was also investigated. Results showed that the annual savings in electrical energy relatively to the FPC and ETC are about 1316 and 1459 kW h/year, with a payback period of around 8 and 10 years, respectively. Based on gas/town gas water heater, the FPC and ETC save about 306 m3 and 410 m3 of gas/town gas with a payback period about 6 and 7.5 years, respectively. We found that the life cycle savings by installing the solar system instead of buying electricity to satisfy hot water needs are about $3969 (FPC) and $4400 (ETC). We establish also that the use of the DSWHs instead of installing gas/town gas water heaters save about $1518 (FPC) and $2035 (ETC). From an environmental point of view the annual GHG emission per house is reduced by 27800 tCO2

  18. NORTH PORTAL - DOMESTIC COLD WATER CALCULATION - CHANGE HOUSE FACILITY NO.5008

    The purpose of this design analysis and calculation is to determine the demand for domestic cold water and to size the supply main piping for the Change House Facility No.5008 in accordance with the Uniform Plumbing Code (Section 4.4.1) and U.S. Department of Energy Order 6430.1A-1540 (Section 4.4.2). The method used for the calculations is based on the Uniform Plumbing Code (UPC), Section 4.4.1. The first step is to determine the maximum pressure drop between the most remote cold water plumbing fixture and the main distribution supply. The developed length of pipe from the supply to the fixture is then determined from the plumbing drawings. The maximum pressure drop is then divided by the developed length which results in the friction loss per 100 feet of pipe. Equivalent fixture units are assigned from the UPC based on the actual fixture count which when totaled determines the water flow rate. The water flow rate and pressure drop are used to determine the pipe size based on a given velocity of flow

  19. Measurements of 222Rn activity concentration in domestic water sources in Penang, Northern Peninsular Malaysia

    Measurements of 222Rn activity concentration were carried out in 39 samples collected from the domestic and drinking water sources used in the island and mainland of Penang, northern peninsular, Malaysia. The measured activity concentrations ranged from 7.49 to 26.25 Bq l-1, 0.49 to 9.72 Bq l-1 and 0.58 to 2.54 Bq l-1 in the raw, treated and bottled water samples collected, respectively. This indicated relatively high radon concentrations compared with that from other parts of the world, which still falls below the WHO recommended treatment level of 100 Bq l-1. From this data, the age-dependent associated committed effective doses due to the ingestion of 222Rn as a consequence of direct consumption of drinking water were calculated. The committed effective doses from 222Rn resulting from 1 y's consumption of these water were estimated to range from 0.003 to 0.048, 0.001 to 0.018 and 0.002 to 0.023 mSv y-1, for age groups 0-1, 2-16 and >16 y, respectively. (authors)

  20. Thermal performance behavior of a domestic hot water solar storage tank during consumption operation

    Transient thermal performance behavior of a vertical storage tank of a domestic solar water heating system with a mantle heat exchanger has been investigated numerically in the discharge/consumption mode. It is assumed that the tank is initially stratified during its previous heat storing/charging operation. During the discharging period, the city cold water is fed at the bottom of the tank and hot water is extracted from its top outlet port for consumption. Meanwhile, the collector loop is assumed to be active. The conservation equations in the axis-symmetric cylindrical co-ordinate have been used and discretised by employing the finite volume method. The low Reynolds number (LRN) k - ω model is utilized for treating turbulence in the fluid. The influence of the tank Grashof number, the incoming cold fluid Reynolds number and the size of the inlet port of the heat storage tank on the transient thermal characteristics of the tank is investigated and discussed. It is found that for higher values of Grashof number, the pre-established thermal stratification is well preserved during the discharging operation mode. It is also noticed that in order to have a tank with a proper thermal performance and or have least mixing inside the tank during the consumption period, the tank inflow Reynolds number and or its inflow port diameter should be kept below certain values. In these cases, the storage tank is enabling to provide proper amount of hot water with a proper temperature for consumption purposes.

  1. Microbiological Evaluation of Water Quality from Urban Watersheds for Domestic Water Supply Improvement

    Graves, Alexandria K.; Murinda, Shelton E.; A. Mark Ibekwe

    2011-01-01

    Agricultural and urban runoffs may be major sources of pollution of water bodies and major sources of bacteria affecting the quality of drinking water. Of the different pathways by which bacterial pathogens can enter drinking water, this one has received little attention to date; that is, because soils are often considered to be near perfect filters for the transport of bacterial pathogens through the subsoil to groundwater. The goals of this study were to determine the distribution, diversit...

  2. Fermentation of household wastes and industrial waste water; Vergaerung von haeuslichen Abfaellen und Industrieabwaessern

    Edelmann, W. [Arbeitsgemeinschaft Bioenergie ' arbi' , Maschwanden (Switzerland); Engeli, H. [Probag AG, Dietikon (Switzerland); Glauser, M. [Biol-Conseils SA, Neuchatel (Switzerland); Hofer, H. [HTH-Verfahrenstechnik, Winterthur (Switzerland); Membrez, Y. [EREP SA, Aclens (Switzerland); Meylan, J.-H. [Lausanne (Switzerland); Schwitzguebel, J.-P. [Swiss Federal Institute of Technology (EPFL), Genie biologique, Lausanne (Switzerland)

    1993-07-01

    This comprehensive brochure reviews various technologies for the environment-friendly treatment of organic wastes and residues. The principles of anaerobic digestion are discussed. Authorities, planners and engineers concerned with waste treatment are provided with an overview of current technology in the organic wastes area. The brochure emphasises the importance of fermentation processes in waste treatment, discusses the legal pre-requisites for biogas production, lists the biological and process-oriented fundamentals of fermentation and examines the energy potential of biogenic wastes and waste water. Further, details are given on the treatment of both industrial waste water and solid organic wastes and, finally, the economics of fermentation is examined. Useful data is presented in table form and the various processes described are illustrated by schematics and flow diagrams. An appendix lists suggestions for further reading on the subject.

  3. Composting of domestic wastes: development and optimization of reactor continuous; Compostaje domestico : desarrollo y optimizacion de un reactor en continuo

    Rad, C.; Gonzalez-Carcedo, S.; Revenga, J. M.; Bustillo-Nunez, J. M.; Marcos-Naveira, L. A. [Universidad de Burgos (Spain); Monje, J. C.; Bustillo-Iglesias, A.

    2002-07-01

    In this work, a mixture of the organic fraction of a domestic waste and wooden chips has been composted using an in vessel composting apparatus with forced aeration and a continuous compost collection system. After three months with a daily addition of a fixed organic charge,temperature and moisture control, five samples of compost were collected and tested in their chemical and biological characteristics. Odour production and low temperatures and moisture contents during the process,high saline concentration and the presence of pathogenic microorganisms in the final product are the main disadvantages of this experience. Although, a good C/N ratio, neutral pH and high levels of nutrients (N and P) in the compost have been achieved,the parameters controlling the process must be improved. (Author) 16 refs.

  4. Thermal stratification in vertical mantle heat-exchangers with application to solar domestic hot-water systems

    Knudsen, Søren; Furbo, Simon

    2004-01-01

    Experimental and numerical investigations of vertical mantle heat exchangers for solar domestic hot water (SDHW) systems have been carried out. Two different inlet positions are investigated. Experiments based on typical operation conditions are carried out to investigate how the thermal...... stratification is affected by different positions of the mantle inlet. The heat transfer between the solar collector fluid in the mantle and the domestic water in the tank is analysed by CFD-simulations. Furthermore, side-by-side laboratory tests have been carried out with SDHW systems with different mantle...

  5. An investigation of photovoltaic powered pumps in direct solar domestic hot water systems

    Al-Ibrahim, A.M.; Klein, S.A.; Mitchell, J.W.; Beckman, W.A.

    1996-09-01

    The performance of photovoltaic powered pumps in direct solar domestic hot water (PV-SDHW) systems has been studied. The direct PV- SDHW system employs a photovoltaic array, a separately excited DC- motor, a centrifugal pump, a thermal collector, and a storage tank. A search methodology for an optimum PV-SDHW system configuration has been proposed. A comparison is made between the long-term performance of a PV-SDHW system and a conventional SDHW system operating under three control schemes. The three schemes are: an ON-OFF flow controlled SDHW system operating at the manufacturer-recommended constant flow rate, and a linear proportional flow controlled SDHW system with the flow proportional to the solar radiation operating under an optimum proportionality. 13 refs., 6 figs.

  6. Influence of domestic hot water parameters on the energy consumption of large buildings in Senegal

    Ndoye, Banda; Sarr, Mamadou [Universite Cheikh Anta Diop, Lab. de Thermodynamique et Energetique, Thies (Senegal)

    2003-09-01

    This paper investigates the effects of domestic hot water (DHW) parameters on the energy consumption of large buildings in Senegal. Three types of reference buildings have been selected and developed (residence, office and hotel), and for each of them, the standard values of the three studied parameters (distribution temperature, flow rate and heat tank losses) are defined. The DOE-2.1E building energy program has been employed for computer simulations. It has been found that if the magnitude of their positive incremental impact is considered, the DHW parameters can be classified according to the following decreasing order: 1. heat tank losses, 2. flow rate and 3. distribution temperature. Then, for each of the three types of buildings, we established a discrete series of options of electricity consumption reduction by limitation of the DHW parameters values. For further developments, these options can be employed by researchers to build an Energy Efficiency Code applicable to large buildings in West Africa. (Author)

  7. Influence of domestic hot water parameters on the energy consumption of large buildings in Senegal

    This paper investigates the effects of domestic hot water (DHW) parameters on the energy consumption of large buildings in Senegal. Three types of reference buildings have been selected and developed (residence, office and hotel), and for each of them, the standard values of the three studied parameters (distribution temperature, flow rate and heat tank losses) are defined. The DOE-2.1E building energy program has been employed for computer simulations. It has been found that if the magnitude of their positive incremental impact is considered, the DHW parameters can be classified according to the following decreasing order: 1. heat tank losses, 2. flow rate and 3. distribution temperature. Then, for each of the three types of buildings, we established a discrete series of options of electricity consumption reduction by limitation of the DHW parameters values. For further developments, these options can be employed by researchers to build an Energy Efficiency Code applicable to large buildings in West Africa

  8. Analysis of space heating and domestic hot water systems for energy-efficient residential buildings

    Dennehy, G

    1983-04-01

    An analysis of the best ways of meeting the space heating and domestic hot water (DHW) needs of new energy-efficient houses with very low requirements for space heat is provided. The DHW load is about equal to the space heating load in such houses in northern climates. The equipment options which should be considered are discussed, including new equipment recently introduced in the market. It is concluded that the first consideration in selecting systems for energy-efficient houses should be identification of the air moving needs of the house for heat distribution, heat storage, ventilation, and ventilative cooling. This is followed, in order, by selection of the most appropriate distribution system, the heating appliances and controls, and the preferred energy source, gas, oil, or electricity.

  9. Optimization of China´s centralized domestic hot water system by applying Danish elements

    Zhang, Lipeng; Gudmundsson, Oddgeir; Thorsen, Jan Eric; Li, Hongwei; Svendsen, Svend

    2014-01-01

    Regardless of where they are in the world, people depend on a reliable and sufficient supply of domestic hot water (DHW) for daily use. Some countries that have district heating (DH) infrastructure, such as Denmark and China, combine spacing heating (SH) and DHW together, with the aim of having a...... smart, energy efficient and environmentally friendly energy-consumption system. Nevertheless, the development of centralized DHW (CDHW) systems in these two countries differs significantly. This article details the challenges China’s CDHW system is currently encountering and proposes to apply the flat...... station concept to improve China’s CDHW system. Meanwhile, the technical advantages of the Danish CDHW, which would benefit China, are analyzed. Overall, from a technical point of view, the flat station concept is not only in line with China’s current DH conditions but would compensate for some technical...

  10. Optimization of China's centralized domestic hot water system by applying Danish elements

    Zhang, Lipeng; Gudmundsson, Oddgeir; Thorsen, Jan Eric; Li, Hongwei; Svendsen, Svend

    2014-01-01

    Regardless of where they are in the world, people depend on a reliable and sufficient supply of domestic hot water (DHW) for daily use. Some countries that have district heating (DH) infrastructure, such as Denmark and China, combine spacing heating (SH) and DHW together, with the aim of having a...... smart, energy efficient and environmentally friendly energy-consumption system. Nevertheless, the development of centralized DHW (CDHW) systems in these two countries differs significantly. This article details the challenges China's CDHW system is currently encountering and proposes to apply the flat...... station concept to improve China's CDHW system. Meanwhile, the technical advantages of the Danish CDHW, which would benefit China, are analyzed. Overall, from a technical point of view, the flat station concept is not only in line with China's current DH conditions but would compensate for some technical...

  11. Use of ionizing radiation in waste water treatment

    A survey is presented of methods and possibilities of applying ionizing radiation in industrial waste water treatment. The most frequently used radiation sources include the 60Co and 137Cs isotopes and the 90Sr-90Y combined source. The results are reported and the methods used are described of waste water treatment by sedimenting impurities and decomposing organic and inorganic compounds by ionizing radiation. It was found that waste water irradiation accelerated sedimentation and decomposition processes. The doses used varied between 50 and 500 krads. Ionizing radiation may also be used in waste water disinfection in which the effects are used of radiation on microorganisms and of the synthesis of ozone which does not smell like normally used chlorine. The described methods are still controversial from the economic point of view but the cost of waste water treatment by irradiation will significantly be reduced by the use of spent fuel elements. (J.B.)

  12. Effect of color removal agent on textiles waste water

    The effect of color removal agent (CRA) on textile waste water has been studied. The aim of this work is to determine the optimum condition for CRA to react on the textile waste water and to see the effect of CRA on waste water with different Chemical Oxygen Demand. 8 ml CRA was used to treat 800 mls of sample with various COD ranging between 2500 mg/ l-500 mg/ l. The results showed that CRA totally remove the colour of textile waste water at pH ranging from 6 to 8. At an optimum condition CRA works efficiently on waste water with COD 2300 mg/ l for reduction of suspended solid and turbidity. It also observed, sludge accumulation was depended on COD concentration. Color removal curves for different initial COD concentration also obtained. (author)

  13. Discussing simply waste water treatment in building green mine

    Analysis simplfy it is important and necessary that uran ore enterprise build the green mine .According to focusing on waste water treatment in building green mine of some uran ore enterprise,analysis the problem in treating mine water, technics waste water, tailings water before remoulding the system of waster water treatment, evaluate the advanced technics, satisfy ability, steady effect, reach the mark of discharge. According to the experimental unit of building the green mine,some uran ore enterprise make the waster water reaching the mark of discharge after remoulding the system of waster water treatment.It provides valuable experienceto uran ore enterprise in building green mine. (authors)

  14. Microbiological Evaluation of Water Quality from Urban Watersheds for Domestic Water Supply Improvement

    Alexandria K. Graves

    2011-11-01

    Full Text Available Agricultural and urban runoffs may be major sources of pollution of water bodies and major sources of bacteria affecting the quality of drinking water. Of the different pathways by which bacterial pathogens can enter drinking water, this one has received little attention to date; that is, because soils are often considered to be near perfect filters for the transport of bacterial pathogens through the subsoil to groundwater. The goals of this study were to determine the distribution, diversity, and antimicrobial resistance of pathogenic Escherichia coli isolates from low flowing river water and sediment with inputs from different sources before water is discharged into ground water and to compare microbial contamination in water and sediment at different sampling sites. Water and sediment samples were collected from 19 locations throughout the watershed for the isolation of pathogenic E. coli. Heterotrophic plate counts and E. coli were also determined after running tertiary treated water through two tanks containing aquifer sand material. Presumptive pathogenic E. coli isolates were obtained and characterized for virulent factors and antimicrobial resistance. None of the isolates was confirmed as Shiga toxin E. coli (STEC, but as others, such as enterotoxigenic E. coli (ETEC. Pulsed field gel electrophoresis (PFGE was used to show the diversity E. coli populations from different sources throughout the watershed. Seventy six percent of the isolates from urban sources exhibited resistance to more than one antimicrobial agent. A subsequent filtration experiment after water has gone through filtration tanks containing aquifer sand material showed that there was a 1 to 2 log reduction in E. coli in aquifer sand tank. Our data showed multiple strains of E. coli without virulence attributes, but with high distribution of resistant phenotypes. Therefore, the occurrence of E. coli with multiple resistances in the environment is a matter of great concern due to possible transfer of resistant genes from nonpathogenic to pathogenic strains that may result in increased duration and severity of morbidity.

  15. The reuse of scrap and decontamination waste water from decommissioning

    Huge amount of radioactive scrap with low activity will be generated from reactor decommissioning; the decontamination is concentrated in the surface layer of the scrap. The decontaminated substance can be removed by high pressure water jet to appear the base metal and to reuse the metal. Big amount of radioactive waste water will be generated by this decontamination technology; the radioactive of the waste water is mainly caused by the solid particle from decontamination. To remove the solid particle as clean as possible, the waste water can be reused. Different possible technology to remove the solid particle from the water had been investigated, such as the gravity deposit separation, the filtration and the centrifugal separation etc. The centrifugal separation technology is selected; it includes the hydraulic vortex, the centrifugal filtration and the centrifugal deposit. After the cost benefit analysis at last the centrifugal deposit used butterfly type separator is selected. To reuse the waste water the fresh water consumption and the cost for waste water treatment can be reduced. To reuse the radioactive scrap and the waste water from decommissioning will minimize the radioactive waste. (authors)

  16. The determinants of domestic water demand. Empirical evidence from Emilia-Romagna municipal data

    This paper presents empirical evidence on the determinants of water demand for domestic use in one Italian region, the Emilia Romagna, by using municipal data. Two main stems in urban/domestic demand analysis cab be found in the empirical literature. The first deals with the estimation of price or income demand elasticities in the short and the long run. The price demand elasticities can be used for water demand managements purpose while the income price elasticities can be useful in the forecasting process of the water requirements. The second one deals with the estimate of customer willingness to pay increasing in water service quality in holistic sense or concerning single characteristics of the service: safety, flavour, continuity, appearance, pollution rate and cost. The aim of the analysis in this case the elicitation of the direct use, indirect use and non-use values associated to the water resource consumption, by means of direct or indirect techniques. In this paper we focused the analysis in the first stem of the empirical literature in which a cross section data set is required. The paper explores the topic problems of the estimating process whit the analysis of the empirical literature (with particular regard to investigations that use municipal data) and with the analysis of the econometric problems related to the demand estimate. The theoretical model for the water demand analysis is also presented and discussed. Two datasets have been implemented: one with 125 municipalities and four years, the other with 40 municipalities and eleven years. Both the databases bring together municipal water consumption and tariffs data provided by local water utilities and other municipal data (inhabitants, surface, household, income, etc.) stemming from official sources. The econometric analysis is based on both fixed effects, performing better than random effects models, and dynamic panel models. The estimated coefficient of the tariff variable arises always significant and with negative sign: the water demand price elasticity is negative with a value between -0.88 and -1.11, but not significantly different from one, considering the different specifications. The results for the income variable are quite different: in the basic model specification the estimated coefficient is positive and significant while the introduction of the other socio-economic variables change the significance level and sometimes the sign. This applied study is an important starting point for the Italian environment, which lacks structured integrated datasets and consequently reliable estimates on elasticities concerning micro-economic oriented water demand studies. However, further analyses with more municipalities and more years have to be carried out to generalise and made results more robust, since the estimation of price elasticity and the investigation on the determinants of water demand is necessary information for both private and private-public management of water resources

  17. Life cycle assessment of advanced waste water treatment

    Larsen, Henrik Fred; Hansen, Peter Augusto

    The EU FP6 NEPTUNE project is related to the EU Water Framework Directive and the main goal is to develop new and optimize existing waste water treatment technologies (WWTT) and sludge handling methods for municipal waste water. Besides nutrients, a special focus area is micropollutants (e...... total more that 20 different waste water and sludge treatment technologies are to be assessed. This paper will present the preliminary LCA results from running the induced versus avoided impact approach (mainly based on existing LCIA methodology) on one of the advanced treatment technologies, i...

  18. Distribution of bacteria in a domestic hot water system in a Danish apartment building.

    Bagh, Lene Karen; Albrechtsen, Hans Jørgen; Arvin, Erik; Ovesen, Kaj

    2004-01-01

    Bacterial growth in hot water systems seems to cause problems such as bad odor of the water, skin allergies and increased heat transfer resistance in heating coils. In order to establish a basis for long-term suppression of bacterial growth, we studied the distribution of bacteria in a Danish domestic hot water system. Heterotrophic plate counts (HPC) were measured in both water and biofilm samples from various sampling sites in the system. In hot water samples, where the temperature was 55-60 degrees C, the HPC were 10(3)-10(4)CFU/mL at incubation temperatures of 25 degrees C or 37 degrees C and 10(5)CFU/mL at 55 degrees C or 65 degrees C. In the cold water (10 degrees C) supplying the hot water system, the HPC at 25 degrees C or 37 degrees C was lower than in the hot water, and no bacteria were found after incubation at 55 degrees C or 65 degrees C. HPC constituted from 38% to 84% of the AODC results in hot water but only 2% in cold water, which showed a high ratio of culturable bacteria in hot water. Biofilm samples from the hot water tank and the inner surface of the pipes in the cold and hot water distribution system were collected by specially designed sampling devices, which were exposed in the system for 42 days. The quasi-steady-state number of bacteria in the biofilm, measured as the geometric mean of the HPC obtained between 21 and 42 days, was five-fold higher in the hot water pipe (13x10(5)CFU/cm(2) at 55 degrees C) than in the cold water pipe (2.8x10(5)CFU/cm(2) at 25 degrees C). There was no significant difference between the number of bacteria in the biofilm samples from the top, middle and bottom of the hot water tank, and the number of bacteria in the biofilm counted at 55 degrees C ranged from 0.6x10(4) to 1.7x10(4)CFU/cm(2). The surfaces of the sacrificial aluminum anodes and the heating coils in the hot water tank also contained high bacterial numbers. The measured number of bacteria in water and biofilm samples was related to the dimensions of the hot water system, and calculations showed that the majority of bacteria (72%) were located in the biofilm especially in the distribution system, which accounts for the greatest surface area. Free-living bacteria accounted for 26% and only a minor part of the bacteria were in the sludge in the hot water tank (2%). PMID:14630121

  19. Using thermal plasma for treatment of solid domestic and industrial waste

    The review of the current SDW and toxic waste treatment [1-3] shows the tendency to the use of higher temperatures in the reaction zone and the tendency to application of multistep processes (e.g., the generation of synthesis-gas followed by burning for heating or its utilization as a chemical component). These methods include an ecologically friendly electric plasma technology of waste treatment (with Tpl ? 5000 deg. C). This method allows extensive decomposition of all compositions into simple substances. It is capable of transferring all inorganic components into liquid slag and of obtain the synthesis-gas with a heat capacity of 10-13 MJ/m3

  20. A decade of successful domestic sea transports of radioactive waste in Sweden 1982-1992

    Today the transports of radioactive waste in Sweden are done on routine basis without any negative publicity. An important contribution to this fact is probably the very good performance of the transport system and the receiving facilities. Since the start of operation of the transport system no accidents have occurred. Almost 1600 tonnes of spent fuel and 10,000 m3 of radioactive waste have been transported. The capacity and availability of the ship and of the transport system as a whole is large enough to cover all needs for transports of radioactive material in Sweden, at least up to the turn of this century. (J.P.N.)

  1. BIOREMEDIATION OF SEWAGE WASTE WATERS BY THE PHOTOTROPHIC BACTERIAL CONSORTIUM ISOLATED FROM SEWAGE WATER

    Ramchander Merugu; V.Namratha; Nagaraju Devanuri

    2015-01-01

    Microbial based treatments are more economical, ecofriendly and sustainable alternative for waste treatment to existing chemical or physical treatment methods. The metabolic rate of microorganisms effect pH, BOD, COD, DO, concentration of suspended solids present in waste waters. Phototrophic consortium from sewage water was used in the present study to remediate sewage water. Treatment with bacteria caused a significant decrease in some of the parameters tested for waste water. Remediation o...

  2. ATTENUATION OF CHROMIUM TOXICITY IN MINE WASTE WATER USING WATER HYACINTH

    Mohanty M.; H.K. Patra

    2011-01-01

    The mine waste water at South Kaliapani chromite mining area of Orissa (India) showed high levels of toxic hexavalent chromium (Cr+6). Cr+6 contaminated mine waste water poses potential threats for biotic community in the vicinity. The current field based phytoremediation study is an in situ approach for attenuation of Cr+6 from mine waste water using water hyacinth (Eichhornia crassipes) weeds by rhizofiltration method. The weeds significantly reduced (up to 54%) toxic concentrations of C...

  3. Water and waste water reclamation in a 21st century space colony

    Jebens, H. J.; Johnson, R. D.

    1977-01-01

    The paper presents the results of research on closed-life support systems initiated during a system design study on space colonization and concentrates on the water and waste water components. Metabolic requirements for the 10,000 inhabitants were supplied by an assumed earth-like diet from an intensive agriculture system. Condensed atmospheric moisture provided a source of potable water and a portion of the irrigation water. Waste water was reclaimed by wet oxidation. The dual-water supply required the condensation of 175 kg/person-day of atmospheric water and the processing of 250 kg/person-day of waste water.

  4. Microbiological treatment of oil mill waste waters

    Ranalli, A.

    1992-02-01

    Full Text Available Experiments of the biological treatment of the oil mill waste waters, deriving from continuous system, have been carried out with selected mutant ferments, adapted to rather forced toxic conditions. The commercial microbio formulations SNKD, LLMO and PSBIO have been utilized; the last two are liquid suspensions, constituted by living micro-organisms that, in contrast to those frozen or lyophilized, do not need be revitalized before their use and became completely active in short time. The experiments with the SNKD biological preparation were carried out both on filtered oil mill outflows (type A with an initial COD of approximately 43 g/l and on waste water dephenolized by Caro-acid (type B with a COD equal to 30 g/l. The experiments with LLMO and PSBIO complexes were conduced both on oil mill outflows filtered and diluted (ratio 1:0.5 with an initial COD equal to 44 g/l (type C, and on waste water that were filtered and preventatively subjected to a cryogenic treatment (type D, with an initial COD of approximately 22 g/l. The residual COD with the microbio formulation SNKD, was about 15 g/l (type A and 5 g/l (type B; with the PSBIO It was about 7 g/l (type C and 1.5 g/l (type D; with the microbio formulation LLMO it resulted in 6 g/l (type C and 1.3 g/l (type D.

    Han sido efectuadas pruebas de tratamiento biológico de alpechines, provenientes de sistemas continuos, con fermentos seleccionados adaptados a condiciones de toxicidad muy elevadas. Han sido utilizadas las formulaciones microbianas SNKD, LLMO y PSBIO; las dos últimas son suspensiones líquidas, constituidas por microorganismos vivos, los cuales a diferencia de los liofilizados o congelados, no deben ser revitalizados antes del uso; estos tienen una fase «lag» más breve y entran antes en completa actividad. Las pruebas con la preparación biológica SNKD han sido efectuadas en los alpechines filtrados (tipo A con DQO inicial alrededor de 43 g/l, y también con alpechín filtrado «defenolado» con ácido de Caro (H2SO5 (tipo B, con DCX igual a 30 g/l; los complexos LLMO y PSBIO se utilizan en alpechines provenientes de la elaboración de otras variedades de aceitunas, filtradas y diluidas en la relación 1:0,5 (tipo C con DQO inicial igual a 44 g/l, y también en alpechín filtrado y sometido previamente a criotratamiento (tipo D, con DQO inicial de 22 g/l aproximadamente. La DQO residual, con la formulación microbiana SNKD, ha resultado igual a 15 g/l (Tipo A y a 5 g/l (tipo B, con el PSBIO a 7 g/l (tipo C y a 1,5 g/l (tipo D; con la formulación microbiana LLMO a 6 g/l (tipo C y a 1,3 g/l (tipo D.

  5. Irradiation as an alternative for disinfection of domestic waste in the Canadian Arctic

    This study evaluated the technical and economic feasibility of various methods for disinfecting wastewater in the Canadian Arctic with specific reference to gamma radiation. More conventional disinfection practices, such as chlorination, chlorination-dechlorination, and ozonation were compared to gamma radiation along with ultraviolet irradiation and lime disinfection. The quality of lagoon effluent, highly diluted (weak) sewage, holding tank wastes and honey-bag wastes, which are the typical waste types found in northern communities, was established from data available in the literature. Further literature reviews were undertaken to establish a data base for design and effectiveness of disinfection systems operated in cold climates. Capital and operating costs for all technically feasible disinfection process alternates were estimated based on historical cost data adjusted to 1977 for the construction and instalation of similar systems in the north. The costs of equipment, chemicals, fuel and electrical power were obtained from suppliers. The environmental impact of each of the disinfection processes was reviewed with emphasis on gamma irradiation. Safety and health aspects were also considered. The study concluded that gamma irradiation was capable of providing safe, reliable disinfection for concentrated honey-bag and holding wastes. Pilot-scale testing was recommended prior to construction of full-scale disinfection facilities. For lagoon effluents and weak sewage, gamma irradiation was not cost competitive with other alternates; rather chlorination-dechlorination was found to be the most cost-effective and environmentally acceptable alternative

  6. Retrieval of Hanford Single Shell Nuclear Waste Tanks using Technologies Foreign and Domestic

    The Hanford Site is accelerating its SST retrieval mission. One aspect of this acceleration is the identification of new baseline retrieval technologies that can be applied to all tank conditions for salt and sludge wastes in both sound and leaking tanks

  7. Survey and analysis of the domestic technology level for the concept development of high level waste disposal

    Kang, Chang Sun; Kim, Byung Su; Song, Jae Hyok [Seoul National University, Seoul (Korea); Park, Kwang Hon; Hwang, Ju Ho; Park, Sung Hyun; Lee, Jae Min [Kyunghee University, Seoul (Korea); Han, Joung Sang; Kim, Ku Young [Yonsei University, Seoul (Korea); Lee, Jae Ki; Chang, Jae Kwon [Hangyang University, Seoul (Korea)

    1998-09-01

    The objectives of this study are the analysis of the status of HLW disposal technology and the investigation of the domestic technology level. The study has taken two years to complete with the participation of forty five researchers. The study was mainly carried out through means of literature surveys, collection of related data, visits to research institutes, and meetings with experts in the specific fields. During the first year of this project, the International Symposium on the Concept Development of the High Level Waste Disposal System was held in Taejon, Korea in October, 1997. Eight highly professed foreign experts whose fields of expertise projected to the area of high level waste disposal were invited to the symposium. This study is composed of four major areas; disposal system design/construction, engineered barrier characterization, geologic environment evaluation and performance assessment and total safety. A technical tree scheme of HLW disposal has been illustrated according to the investigation and an analysis for each technical area. For each detailed technology, research projects, performing organization/method and techniques that are to be secured in the order of priority are proposed, but the suggestions are merely at a superfluous level of propositional idea due to the reduction of the budget in the second year. The detailed programs on HLW disposal are greatly affected by governmental HLW disposal policy and in this study, the primary decisions to be made in each level of HLW disposal enterprise and a rough scheme are proposed. (author). 20 refs., 97 figs., 33 tabs.

  8. Deactivation of waste waters in the Czechoslovak Uranium Industry

    Deactivation techniques are described used for the treatment of waste waters from uranium mines and uranium chemical treatment plants. With treatment plant waters this is done either by precipitation of radium with barium sulfate or using multistage evaporating units. Mine waste waters are deactivated by sorption on ion exchangers; strongly basic anion exchangers, mostly Wofatit SBW, Varion AP or Ostion AU are used for uranium, while the strongly acidic Ostion KS is used for radium. (Z.M.)

  9. Waste water reutilization in the leather industry using membrane technology

    Roig, Joan; Font Vallès, Joaquim; Marginet, Xavier; Jorba, M.; Ollé Otero, Lluís; Bacardit Dalmases, Anna; Puig Vidal, Rita

    2009-01-01

    This paper documents a technical feasibility study opf tannery wasterwater which was reclaimed (treated) and reutilized in tannery leather making processes. The studied waste water was processed in the waste water treatment plant owned by Igualada tanners (IDR), in Spain. The objectives included reduction of city fresh water consumption by the tanners of this city. A pilot plant using membrane technology, determined to be the most appropiate technology in this case, was installed at the IDR w...

  10. Process for multi-stage treatment of radioactive waste water

    For the multi-stage treatment of radioactive waste waters with a decanter the solids contained in the waste waters are dried up to a residual moisture of 10% and are subsequently disposed. Solids remaining in the liquid part are removed with a separator up to the colloidal range, whereas the liquid product of the decanter is filtered up to the molecular range so that it can be used as industrial water. (orig.)

  11. Smart solar domestic hot water systems. Development and test; Intelligente solvarmeanlaeg. Udvikling og afproevning

    Andersen, E.; Knudsen, S.; Furbo, S.; Vejen, N.K.

    2001-07-01

    The purpose of the project described in this report is to develop and test smart solar domestic hot water systems (SDHW systems) where the energy supply from the auxiliary energy supply system is controlled in a flexible way fitted to the hot water consumption in such a way, that the SDHW systems are suitable for large as well as small hot water demands. In a smart SDHW system the auxiliary energy supply system is controlled in a smart way. The auxiliary energy supply system heats up the water in the hot water tank from the top and only the hot water volume needed by the consumers is heated. Further the water is heated immediately before tapping. The control system includes a number of temperature sensors which cover the temperatures in the auxiliary heated volume. Based on these temperatures the energy content in the hot water tank is calculated. Only water heated to a temperature above 50 deg. C contributes to the total energy content in the hot water tank. Furhter the control system includes a timer that only allows the auxiliary energy supply system to be active in certain time periods and only if the energy content in the hot water tank is lower than wanted. In this way the water in the tank is heated immediately before the expected time of tapping and only the hot water volume needed is heated. The report is divided into five main sections. The sections deals with: Developing and testing storage tanks, laboratory test of SDHW systems based on some of the developed storage tanks, validation of simulation programs for smart solar heating systems, optimisation of system design and control strategy and measurements on two smart SDHW systems installed in single family houses. In all the developed hot water tanks, attempt is made to heat the water in the tank from the top of the tank and not as in traditional tanks where the water is heated from the lowest level of the auxiliary energy supply system, normally a helix or a electrical heating element placed in the tank. It is very important that the water is heated from the top of the tank because only in this way, the size of the auxiliary volume can be controlled, which makes the SDHW system suitable for large as well as small hot water demands. The gain experience in one part of the project is immediately implemented in the following parts of the project. Therefore the design of some of the SDHW systems has been changed during the project. The expected advantages by using smart SDHW systems are: Reduced auxiliary energy use compared to the auxiliary energy use in a similar traditional SDHW system; Reduced heat loss compared to the heat loss in a similar traditional SDHW system; Really good thermal stratification and due to that, and the way the tank is heated, a higher collector performance; Reduced domestic water volume in the tank compared to traditional SDHW systems and therefore a reduced risk of legionella. Based on the results in the project it can be concluded that: A smart SDHW system has a lower auxiliary energy consumption than a similar traditional SDHW system; A smart SDHW system has a reduced heat loss from the hot water tank compared to the tank heat loss for a similar traditional SDHW system because the top of the hot water tank is not constantly heated to a high temperature level; It is possible to build up a good thermal stratification both for large and for small auxiliary heated volumes where the water is heated from the top of the tank; The simulation programs, which are developed in the project, are suitable as tools for system design and analysis for smart SDHW systems; A consumer that buys a smart SDHW system must be willing to take action part in the control of the system, because the thermal performance of the system strongly depends on the correct control parameters. (au)

  12. Efficiency Research on Meat Industry Waste Water Treatment Applying the Method of Dissolved Air Flotation

    Valentinas Gerasimovas; Robertas Urbanavičius

    2012-01-01

    To protect environment from industrial pollution, strict requirements for waste water treatment are imposed. The purpose of research is to establish an optimal ratio of saturated liquid and meat industry waste water. Research included JCC “Traidenis” waste water treatment system installed in JSC “BHJ Baltic”. Investigations into treated waste water indicated that an optimal ratio of waste water and saturated liquid was 2/1 under duration time of 8 minutes. Efficient waste water treatment made...

  13. Domestic transmission routes of pathogens: the problem of in-house contamination of drinking water during storage in developing countries

    Jensen, Peter Kjaer; Ensink, Jeroen H J; Jayasinghe, Gayathri; van der Hoek, Wim; Cairncross, Sandy; Dalsgaard, Anders

    2002-01-01

    . This shows that extreme contamination values that are often thought to originate within the domestic domain have to be attributed to the public domain transmission, i.e. filling and washing of the water pitchers. This finding has implications for interventions that aim at the elimination of these...

  14. Generation of Domestic Solid Waste in Tikrit City and The Effects of Family Size and Incomes Level on the Rate of Generation

    Waleed M. Al Abed Raba

    2013-04-01

    Full Text Available This research included collection and analysis of (2800 samples from four different neighborhoods in Tikrit over the seasons of the year to cover seasonal changes in the generation rate of domestic solid waste. The generation rate of domestic solid waste is (0.460 kg / person / day. The results also showed that summer season is the most season that produced solid waste (0.487 kg / person / day. While winter is the lowest season (0.422 kg / person / day. The results indicated that Friday and Saturday are the most producing days (0.629 , 0.557 kg / person / days, respectively. The results showed the impact of rural character of Aalam region in reducing the rate of generation of domestic solid waste as the rate of generation of the neighborhoods of the four studied areas was (0.460 kg / person / day. SPSS program using has been adopted as a method of statistical analysis to study the effect of family size and income level have on the generation rate in the city, where the results showed that family size adversely affects the generation rate of solid waste, also the lowest generation rate was recorded for families with high income level.

  15. Waste water heat recovery appliance. Final report

    Chapin, H.D.; Armstrong, P.R.; Chapin, F.A.W.

    1983-11-21

    An efficient convective waste heat recovery heat exchanger was designed and tested. The prototype appliance was designed for use in laundromats and other small commercial operations which use large amounts of hot water. Information on general characteristics of the coin-op laundry business, energy use in laundromats, energy saving resources already in use, and the potential market for energy saving devices in laundromats was collected through a literature search and interviews with local laundromat operators in Fort Collins, Colorado. A brief survey of time-use patterns in two local laundromats was conducted. The results were used, with additional information from interviews with owners, as the basis for the statistical model developed. Mathematical models for the advanced and conventional types were developed and the resulting computer program listed. Computer simulations were made using a variety of parameters; for example, different load profiles, hold-up volumes, wall resistances, and wall areas. The computer simulation results are discussed with regard to the overall conclusions. Various materials were explored for use in fabricating the appliance. Resistance to corrosion, workability, and overall suitability for laundromat installations were considered for each material.

  16. Materials flow through the household and reduction in domestic solid waste

    1975-05-01

    Energy conservation programs are usually designed to reduce the waste associated with direct energy use for example, heating and lighting levels, and use of appliances. But householders can also influence energy consumption in other sectors. Their buying and consuming habits will affect the energy involved in extraction, production, transportation, use and disposal of commodities. Their attitudes and behavior will affect their neighbours' efforts at reducing materials throughput. Therefore, the household must be an important target in any effort to alter energy use patterns throughout society. The purpose of this study was to determine whether practical programs could be developed to reduce materials flows through the hosuehold. Since solid waste output is a very reliable measure of these flows, the question was posed from the perspective of reducing the generation of residential solid waste. In this context particular attention was given to the range of possible actions open to the householder himself. It would have been unrealistic, however, to ignore environmental design and other legislative options. The study is divided into three parts. The first attempts to identify those actions by the householder which will have the greatest effect in reducing the total environmental impact (including energy use) of the materials moving through the household. The second deals with the problem of persuading people to engage in these actions. The final part combines promising strategies with significant actions. The result is a series of program options which are assessed with respect to four criteria: potential significance for residential solid waste reduction, chances of success, ease of implementation, and costs. 15 refs., 7 figs., 3 tabs.

  17. High performance in low-flow solar domestic hot water systems

    Dayan, M.

    1997-12-31

    Low-flow solar hot water heating systems employ flow rates on the order of 1/5 to 1/10 of the conventional flow. Low-flow systems are of interest because the reduced flow rate allows smaller diameter tubing, which is less costly to install. Further, low-flow systems result in increased tank stratification. Lower collector inlet temperatures are achieved through stratification and the useful energy produced by the collector is increased. The disadvantage of low-flow systems is the collector heat removal factor decreases with decreasing flow rate. Many solar domestic hot water systems require an auxiliary electric source to operate a pump in order to circulate fluid through the solar collector. A photovoltaic driven pump can be used to replace the standard electrical pump. PV driven pumps provide an ideal means of controlling the flow rate, as pumps will only circulate fluid when there is sufficient radiation. Peak performance was always found to occur when the heat exchanger tank-side flow rate was approximately equal to the average load flow rate. For low collector-side flow rates, a small deviation from the optimum flow rate will dramatically effect system performance.

  18. Domestic Hot Water Production with Ground Source Heat Pump in Apartment Buildings

    Jukka Yrjölä

    2015-08-01

    Full Text Available Producing domestic hot water (DHW with a ground source heat pump (GSHP is challenging due to the high temperature (HT of DHW. There are many studies proving the better performance of cascade heat pumps compared to single-stage heat pumps when the difference between the condensing and the evaporation temperature is large. In this system approach study, different GSHP arrangements are described and computationally compared. A two-stage heat pump arrangement is introduced in which water tanks of the heating system are utilized for warming up the DHW in two stages. It is shown that the electricity consumption with this two-stage system is approximately 31% less than with the single-stage heat pump and 12% less than with the cascade system. Further, both low temperature (LT and HT heat pumps can run alone, which is not common in cascade or other two-stage heat pumps. This is advantageous because the high loads of the space heating and DHW production are not simultaneous. Proper insulation of the DHW and recirculation pipe network is essential, and drying towel rails or other heating coils should be avoided when aiming for a high efficiency. The refrigerants in the calculations are R407C for the LT heat pump and R134a for the HT heat pump. Investment costs are excluded from calculations.

  19. Experimental study on electrodialysis treatment of simulated waste water from radioactive waste incineration system

    Radioactive waste incineration facility produces low-level radioactive waste water in operation. While in treatment process, however, the Cl- existed in the waste water corrodes the evaporation equipment, and the HCO3- as well exerts negative impacts on the ion exchange process for radioactive nuclides. As for this problem, a special electrodialysis system and technical process was developed. Some experiments were carried out, including the NaCl solution direct desalination and cycle desalination experiment, the anionic selection experiment, and the desalination experiment to the simulated. Results showed that the process of electrodialysis treatment met limits on the treatment of technical waste water in terms of the concentration of nonradioactive components in desalted water, and the water balance requirement on the concentration of concentration water. (authors)

  20. Sources of Phthalates and Nonylphenoles in Municipal Waste Water

    Vikelsøe, J.; Thomsen, M.; Johansen, E.

    estimate the contribution from all of these sources to the waste water as well as the role of long-range air transport. Two local rivers were analysed for comparison. Finally, waste water inlet from the local water treatment plant, where the sources converge at a single point, were analysed. A mass balance...... sample. The deposition concentrations were very low compared to the waste water. The deposition rates showed a seasonal variation with a minimum occurring two month after the winter temperature minimum. Surprisingly, no influence of the wind speed and direction was indicated. The concentration in the......The overall aim of the present study is to identify and evaluate the importance of sources of nonylphenoles and phthalates in waste water in a local environment. The investigations were carried out in a Danish local community, Roskilde city and surroundings. Nonylphenoles and phthalates were...

  1. Radioactive waste disposal of water containing waste using urea-formaldehyde resin

    A method of disposing of wet radioactive waste materials such as those generated in the water used to cool atomic reactors, comprises combining the waste material with a hydrophilic resin in proportions sufficient to provide a solid mass of the resin with the radioactive waste component distributed within. In its preferred form, the waste material is concentrated by separating water from the radioactive portions thereof by methods such as evaporation, taking up the waste components with an ion exchange resin and separating the resin from the bulk of the water, or by the addition of flocculating agents or the like and filtering. The preferred hydrophilic resinous material is a conventional ureaformaldehyde dispersion, which is partially polymerized and capable of taking up water and fully polymerizing upon the addition of an acidic curing agent. The method also contemplates adding a substantially waterproof resinous material to the surface of the solid block, or enclosing it in a waterproof container, or both

  2. Investigation of a solar heating system for space heating and domestic hot water supply for Sol&Træ A.m.b.a

    Vejen, Niels Kristian

    1999-01-01

    A solar heating system for space heating and domestic hot water supply from "Sol&Træ A.m.b.a." was tested in a laboratory test facility.......A solar heating system for space heating and domestic hot water supply from "Sol&Træ A.m.b.a." was tested in a laboratory test facility....

  3. Investigation of a low flow solar heating system for space heating and domestic hot water supply for Aidt Miljø A/S

    Vejen, Niels Kristian

    1997-01-01

    A low flow solar heating system for space heating and domestic hot water supply from Aidt Miljø A/Swas tested in a laboratory test facility.......A low flow solar heating system for space heating and domestic hot water supply from Aidt Miljø A/Swas tested in a laboratory test facility....

  4. Method for the treatment of waste water with sludge granules:

    van Loosdrecht, M C; De Kreuk, M.K.

    2004-01-01

    The invention relates to a method for the treatment of waste water comprising an organic nutrient. According to the invention, the waste water is in a first step fed to sludge granules, after the supply of the waste water to be treated the sludge granules are fluidised in the presence of an oxygen-comprising gas, and in a third step, the sludge granules are allowed to settle in a settling step. This makes it possible to effectively remove not only organic nutrients but optionally also nitroge...

  5. Assessing domestic water use habits for more effective water awareness campaigns during drought periods: a case study in Alicante, eastern Spain

    March, H.; Hernndez, M.; Saur, D.

    2015-05-01

    The design of water awareness campaigns could benefit from knowledge of the specific characteristics of domestic water use and the factors that may influence certain water consumption habits. This paper investigates water use in 450 households in 10 municipalities of drought-prone Alicante (Spain). We aim to increase knowledge about existing domestic water behaviors and therefore help to improve the design and implementation of future water awareness campaigns and even to consolidate reductions in water use after drought periods. The survey suggests that awareness campaigns should revise their scope and their channels of diffusion on a regular basis. In a more specific way, for the Alicante case we propose policy-oriented recommendations on the scope of action for further reductions.

  6. Septic systems as sources of organic wastewater compounds in domestic drinking water wells in a shallow sand and gravel aquifer.

    Schaider, Laurel A; Ackerman, Janet M; Rudel, Ruthann A

    2016-03-15

    Domestic drinking water wells serve 44 million people in the US and are common globally. They are often located in areas served by onsite wastewater treatment systems, including septic systems, which can be sources of biological and chemical pollutants to groundwater. In this study we tested 20 domestic drinking water wells in a sand and gravel aquifer on Cape Cod, Massachusetts, USA, for 117 organic wastewater compounds (OWCs) and for inorganic markers of septic system impact. We detected 27 OWCs, including 12 pharmaceuticals, five per- and polyfluoroalkyl substances (PFASs), four organophosphate flame retardants, and an artificial sweetener (acesulfame). Maximum concentrations of several PFASs and pharmaceuticals were relatively high compared to public drinking water supplies in the US. The number of detected OWCs and total concentrations of pharmaceuticals and of PFASs were positively correlated with nitrate, boron, and acesulfame and negatively correlated with well depth. These wells were all located in areas served exclusively by onsite wastewater treatment systems, which are likely the main source of the OWCs in these wells, although landfill leachate may also be a source. Our results suggest that current regulations to protect domestic wells from pathogens in septic system discharges do not prevent OWCs from reaching domestic wells, and that nitrate, a commonly measured drinking water contaminant, is a useful screening tool for OWCs in domestic wells. Nitrate concentrations of 1mg/L NO3-N, which are tenfold higher than local background and tenfold lower than the US federal drinking water standard, were associated with wastewater impacts from OWCs in this study. PMID:26822473

  7. A generic method for projecting and valuing domestic water uses, application to the Mediterranean basin at the 2050 horizon.

    Neverre, Noémie; Dumas, Patrice

    2014-05-01

    The aim is to be able to assess future domestic water demands in a region with heterogeneous levels of economic development. This work offers an original combination of a quantitative projection of demands (similar to WaterGAP methodology) and an estimation of the marginal benefit of water. This method is applicable to different levels of economic development and usable for large-scale hydroeconomic modelling. The global method consists in building demand functions taking into account the impact of both the price of water and the level of equipment, proxied by economic development, on domestic water demand. Our basis is a 3-blocks inverse demand function: the first block consists of essential water requirements for food and hygiene; the second block matches intermediate needs; and the last block corresponds to additional water consumption, such as outdoor uses, which are the least valued. The volume of the first block is fixed to match recommended basic water requirements from the literature, but we assume that the volume limits of blocks 2 and 3 depend on the level of household equipment and therefore evolve with the level of GDP per capita (structural change), with a saturation. For blocks 1 and 2 we determine the value of water from elasticity, price and quantity data from the literature, using the point-extension method. For block 3, we use a hypothetical zero-cost demand and maximal demand with actual water costs to linearly interpolate the inverse demand function. These functions are calibrated on the 24 countries part of the Mediterranean basin using data from SIMEDD, and are used for the projection and valuation of domestic water demands at the 2050 horizon. They enable to project total water demand, and also the respective shares of the different categories of demand (basic demand, intermediate demand and additional uses). These projections are performed under different combined scenarios of population, GDP and water costs.

  8. The COOLSUN triple-technology approach to reach high solar fractions for space heating, space cooling and domestic hot water

    Facão, Jorge; Lobato, António; Baldo, Catherine

    2013-01-01

    Within the framework of the COOLSUN project a triple-technology approach to reach high solar fractions for space heating, space cooling and domestic hot water preparation is being developed. The three core components are a thermo fluid with a low environmental impact and a boiling point above 200 °C, a high efficient adsorption chiller, and an advanced controller. System simulations modelling the transient behaviour of the entire application, i.e. building, hot water preparation and space hea...

  9. Status of domestic wastewater management in relation to drinking-water supply in two states of India.

    Pandey, R A; Kaul, S N

    2000-01-01

    In India, supply of drinking water, treatment and disposal of domestic wastewater including faecal matter are managed by local bodies. The existing status of water supply, characteristics of domestic wastewater, modes of collection, treatment and disposal system for sewage and faecal matter in 82 municipalities and 4 municipal corporations were assessed in the States of Bihar and West Bengal in India. Domestic wastewater in the municipal areas is collected and discharged through open kachha (earthen), pucca (cement-concrete) and natural drains and discharged into water courses or disposed on land. Scavenger carriage system for night soil disposal is in-vogue at several places in the surveyed States. Open defecation by the inhabitants in some of the municipalities also occurs. The existing methods of collection, treatment and disposal of sewage impairs the water quality of different water sources. Techno-economically viable remedial measures for providing basic amenities, namely safe drinking-water supply and proper sanitation to the communities of these two States of India are suggested and discussed. PMID:10842846

  10. Isolation and molecular characterization of Acanthamoeba genotypes in recreational and domestic water sources from Jamaica, West Indies.

    Todd, Cheridah D; Reyes-Batlle, Mara; Piero, Jos E; Martnez-Carretero, Enrique; Valladares, Basilio; Streete, Don; Lorenzo-Morales, Jacob; Lindo, John F

    2015-09-01

    Free living amoebae (FLA) are amphizoic protozoa that are ubiquitous in nature. Infection with FLA may result in neurological, ocular and skin infections. Exposure to Acanthamoeba occurs frequently through water contact and knowledge of the presence of the organisms in water sources is important in understanding transmission dynamics. The distribution of Acanthamoeba was studied in recreational and domestic water samples collected from across Jamaica. Morphological assessment and polymerase chain reaction revealed Acanthamoeba spp. isolates in 50.6% (42/83) and 17.3% (14/81) of recreational and domestic water, respectively. Sequencing of the DF3 region of the 18S rDNA resulted in the identification of genotypes T3, T4, T5, T10 and T11 corresponding to Acanthamoeba spp: A. griffini, A. triangularis, A. lenticulata, A. culbertsoni and A. hatchetti. Moreover, T4 was the most frequently isolated genotype in both recreational and domestic water. Thermotolerance and osmotolerance assays indicated that most isolates were potentially pathogenic. This is the first report of T3 and T10 genotypes in the Caribbean and the first report of these Acanthamoeba spp. in Jamaican waters. The study shows that there is potential risk of infection to contact wearers who practise poor lens care. Further, Acanthamoeba should be considered as a cause of neurological infections in Jamaica. PMID:26322776

  11. Electrochemical purification of waste water with metal hydroxides

    Milovanovic-Nicolic, J.

    1981-01-01

    The possibilities and main advantages of electrochemical methods of purifying waste waters are examined. Particularly mentioned is the method of electrocoagulation, consisting in saturating waste solutions by metal hydroxides being formed at the anode by the dissolving of Fe, Al, and other metals. The compactness of the equipment and the ease of automation of the process appear as the advantages of this method.

  12. Pacific Northwest National Laboratory Reuses Water to Reduce Waste

    By reducing a hazardous waste stream, the Pacific Northwest National Laboratory is avoiding almost $100K in expenses annually. Hazardous waste water that previously was costly to dispose of is now being reused, thanks to a closed-loop system of pumps, settling tanks, and filters.

  13. CHARACTERIZATION AND RECYCLING OF WASTE WATER FROM GUAYULE LATEX EXTRACTION

    Guayule commercialization for latex production to be used in medical products and other applications is now a reality. Currently, waste water following latex extraction is discharged into evaporation ponds. As commercialization reaches full scale, the liquid waste stream from latex extraction will b...

  14. Analysis, modeling and optimum design of solar domestic hot water systems

    Lin Qin

    1998-12-31

    The object of this study was dynamic modeling, simulation and optimum design of solar DHW (domestic hot water) systems, with respect to different whether conditions, and accurate dynamic behaviour of the heat load. Special attention was paid to systems with thermosyphon and drain-back design. The solar radiation in Beijing (China) and in Denmark are analyzed both by theoretical calculations and the analysis of long-term measurements. Based on the weather data from the Beijing Meteorological Station during the period of 1981-1993, a Beijing Test Reference Year has been formulated by means of statistical analysis. A brief introduction about the Danish Test Reference Year and the Design Reference Year is also presented. In order to investigate the heat loss as a part of the total heat load, dynamic models for distribution networks have been developed, and simulations have been carried out for typically designed distribution networks of the circulation type. The influence of operation parameters such as the tank outlet temperature, the hot-water load and the load pattern, on the heat loss from the distribution networks in presented. It was found that the tank outlet temperature has a significant influence on the heat loss from a circulation type of distribution network, while the hot-water load and the load pattern have no obvious effect. Dynamic models of drain-back tanks, both as a separated tank and combined with a mantle tank, have been developed and presented. Models of the other basic components commonly used in solar DHW systems, such as flat-plate collectors, connection pipes, storage tanks with a heat exchanger spiral, and controllers, are also described. (LN) 66 refs.

  15. BIOREMEDIATION OF SLAUGHTER HOUSE WASTE WATER BY RHODOBACTER SP. GSKRLMBKU-02

    Kadari Rajyalaxmi; Ramchander Merugu; S. Girisham; SM Reddy

    2015-01-01

    Biological treatment of waste waters is a sustainable alternative for waste treatment to existing treatment methods. Microbial metabolism effects pH, BOD, COD, DO and concentration of suspended solids present in slaughter house waste water. Rhodobacter sp. GSKRLMBKU-02 from paper mill waste water was used in the present study to remediate slaughter house waste water. Treatment with this bacterium caused a significant decrease in some of the parameters tested for waste water. Remediation of sl...

  16. ADVERSE IMPACTS OF WASTE WATER TREATMENT ­ A CASE STUDY

    Industrial metal plating processes coat materials with metals, such as chromium, copper and nickel. After the plating process, excess metals are rinsed off and the rinse water is collected and then treated to remove metals prior to discharge of the rinse water into rivers. This waste water is typica...

  17. The impact of industrial waste of Venezuelan marine water

    Roberts, Frank [Bechtel Corp., Gaithersburg, MD (United States); Guarino, Carmen [Guarino Engineers, Philadelphia, PA (United States); Arias, Marlene [Ministerio del Ambiente y Recursos Naturales Renovables, Caracas (Venezuela)

    1993-12-31

    The Puerto Cabello-Marron coastal area of Venezuela is an ideal location for industries that require large land areas, water, marine transportation, minimum habitation, cooling water, etc. However, mercury spills have produced concern in the entire coastal zone. The area was investigated and negative impacts were identified. Consequently, recommendations for waste water management were proceeded. 13 refs., 6 figs., 3 tabs.

  18. Impact of Water Recovery from Wastes on the Lunar Surface Mission Water Balance

    Fisher, John W.; Hogan, John Andrew; Wignarajah, Kanapathipi; Pace, Gregory S.

    2010-01-01

    Future extended lunar surface missions will require extensive recovery of resources to reduce mission costs and enable self-sufficiency. Water is of particular importance due to its potential use for human consumption and hygiene, general cleaning, clothes washing, radiation shielding, cooling for extravehicular activity suits, and oxygen and hydrogen production. Various water sources are inherently present or are generated in lunar surface missions, and subject to recovery. They include: initial water stores, water contained in food, human and other solid wastes, wastewaters and associated brines, ISRU water, and scavenging from residual propellant in landers. This paper presents the results of an analysis of the contribution of water recovery from life support wastes on the overall water balance for lunar surface missions. Water in human wastes, metabolic activity and survival needs are well characterized and dependable figures are available. A detailed life support waste model was developed that summarizes the composition of life support wastes and their water content. Waste processing technologies were reviewed for their potential to recover that water. The recoverable water in waste is a significant contribution to the overall water balance. The value of this contribution is discussed in the context of the other major sources and loses of water. Combined with other analyses these results provide guidance for research and technology development and down-selection.

  19. Experimental verification of a method for estimating energy for domestic hot water production in a 2-stage district heating substation

    Yliniemi, Kimmo; Delsing, Jerker; van Deventer, Jan [Luleaa University of Technology, Department of Computer Science and Electrical Engineering, Division EISLAB, 971 87 Luleaa (Sweden)

    2009-02-15

    In this paper we compare our estimate of energy consumption for domestic hot water production in a building with the measured value. The energy consumption for hot water production is estimated from the measured total power consumption. The estimation method was developed using computer simulations, and it is based on the assumption that hot water production causes rapid and detectable changes in power consumption. A comparison of our estimates with measurements indicates that the uncertainty in estimation of hot water energy consumption is {+-}10%. Thus, the estimate is comparable to class 3 energy meter measurements, which have an uncertainty of {+-}2-10%. (author)

  20. Region 9 NPDES Outfalls - Waste Water Treatment Plants

    U.S. Environmental Protection Agency — Point geospatial dataset representing locations of NPDES outfalls/dischargers for waste water treatment plants which generally represent the site of the discharge....

  1. Region 9 NPDES Outfalls 2012- Waste Water Treatment Plants

    U.S. Environmental Protection Agency — Point geospatial dataset representing locations of NPDES outfalls/dischargers for waste water treatment plants which generally represent the site of the discharge....

  2. Mitigation of Metal Ion Pollution from Industrial Waste Water Using Waste Wool

    Prajapat, Garima; Purohit, Praveen

    A study on the adsorption of copper (II) ions from the aqueous solution on waste wool had been carried out to analyze the adsorption capacity of waste wool, thereby aiming towards mitigation of metal ion pollution in industrial waste water. The effect of varying concentration of copper ions and varying time period, was studied on fixed weight of waste wool. The initial and final concentration of copper ions was measured by conductometric and spectrophotometric methods. Adsorption data were modeled with the langmuir and freundlich adsorption isotherms. The isotherm and first order equation were found to be applicable. Removal of metal ions using industrial waste wool is found to be favourable. Thus the work can be extended to study various physico-chemical parameters for removal of copper (II) ions from industrial effluents using waste wool. A later work can be involved where the waste wool adsorption parameter can be further utilized for composite ceramic products.

  3. Discharge and Treatment of Waste Water in Denmark

    Larsen, Torben

    This paper describes the waste water treatment situation in the area of Esbjerg. This example was chosen because the situation in Esbjerg is typical of that of most towns in Denmark, and because Esbjerg is closest to the British situation with respect to the receiving water. Esbjerg has a...... population of 70.000 inhabitans, and waste water treatment takes place in two treatment plants. These plants are now being extended to perform tertiary treatment, to fulfil the new Danish requirements. From 1992, the maximum average concentrations allowed for municipal waste water discharges to receiving...... waters will be; 15 mg/1 for BOD5, 8 mg/1 for total nitrogen, and 1.5 mg/1 for total phosphorus. These general requirements cover all types of receiving waters, but regional authorities have, in a number of cases, fixed lower values for sensitive areas....

  4. A study on migration of contaminants and effect on the groundwater system at the Gemencheh domestic waste disposal site, Negeri Sembilan using integrated nuclear, geophysical and hydrogeochemical methods

    The domestic waste disposal site at Gemencheh, Negeri Sembilan has been in operation since 1981. Integration of three methods namely nuclear, geophysical and hydrogeochemical were used to study the migration and effects of contaminants on the groundwater system at this particular site. Nuclear method was used to determine groundwater system flow velocity that delineates the migration pattern of contaminant species in the groundwater system at the study area. The groundwater flow velocity is found to be heterogeneous and depend on hydraulic conductivity caused by soil permeability except in the low-lying downstream area where the flow velocity is found to be low and constant at 2.0 x 10-6 ms-1. However, the flow velocity increases to as high as 17.8 x 10-5 ms-1 during rainy season due to the influence of weather on hydraulic gradient. Weather condition also influences the flow direction, whereby during draught season, the groundwater flow direction at the middle of the study site moves from an area of high topography to the northeast and southeast of low topography areas. On the other hand, at the downstream the groundwater flows partially towards northeast and southeast whereas flow direction at the upstream is towards the east. A similar pattern was observed during rainy season in both upstream and downstream of the study site but at the middle, the flow is basically towards south-east with a side flow to the north-east and east direction. Geophysical method comprising geo electrical-imaging and electromagnetic transient techniques was used to determine the extent, depth and distribution of contamination in the groundwater system. This method shows that the most seriously contaminated areas at the middle and the downstream regions of the study site within the shallow depth of 3-6 metres. The distribution of the contaminants in groundwater is not widespread but confined within the study site only. Finally, hydrogeochemical method was used to determine the species concentration, rate and extent of contamination. This method shows that the species of chlorides, nitrates, iron, manganese, lead, mercury, sodium, potassium, calcium, magnesium, sulphates, chromium and cadmium originating from the leachate of domestic waste had contaminated the middle and the downstream regions of the study site. The concentration of these species is tens of times higher than the limits of the Drinking Water Quality 1984 as stipulated by the World Health Organisation except for ferum that had reached a value of 700 times higher. It can be concluded that the domestic waste dumped at the Gemencheh disposal site has seriously contaminated the groundwater. This work also shows that the integration of the three methods is useful because it was possible to compile a lot of data and information which were complete, detailed and extensive as well as able to provide a clear picture of the contaminants species, migration and distribution pattern of contamination as well as impact to groundwater quality at the study site. (author)

  5. Waste management in light-water reactors

    The most important objectives of concentrate and solid waste treatment are reduction of the waste to the smallest volume, radioactive exposure of the personnel of the power plants and outside for operation, handling and transportation, protection against migration of the concentrated radioactive substances after final disposal and observance of shipping requirements, national laws and ministerial waste storage regulations. A variety of technologies is available for the realization of these objectives. Important parameters for the selection and design of concentrate and solid waste treatment processes are waste type, quantity, activity, means for immobilization and the achievable reduction factors. The most important technologies for the treatment of liquid concentrates, combustible and non-combustible solid waste are available for example: In-Drum-Drying, Borate-Solidification (PWR), Drum Drier, Residue Filter Drying, Bituminization, Solidification with cement, Incineration, Shredding, Compacting etc. and of course combinations of the various mentioned procedures which result in the best possible waste disposal for the entire power plant. (orig./RW)

  6. Optimal control of a waste water cleaning plant

    Ellina V Grigorieva; Evgenii N. Khailov

    2010-01-01

    In this work, a model of a waste water treatment plant is investigated. The model is described by a nonlinear system of two differential equations with one bounded control. An optimal control problem of minimizing concentration of the polluted water at the terminal time T is stated and solved analytically with the use of the Pontryagin Maximum Principle. Dependence of the optimal solution on the initial conditions is established. Computer simulations of a model of an industrial waste w...

  7. Tertiary Treatment for Textile Waste Water-A Review

    Manali Desai*1, Mehali Mehta2

    2014-03-01

    Full Text Available Tertiary treatment is the Industrial waste water treatment process which removes stubborn contaminants that have not been removed in secondary treatment. Effluent becomes even cleaner by Tertiary treatment through the use of stronger and more advanced treatment systems. The present work is an attempt to review all possible tertiary treatment methods for removal of dyestuff from textile effluent. Conventional method for treatment of textile effluent has own certain limitations that can be well overcome by tertiary waste water treatment.

  8. A New System to Estimate and Reduce Electrical Energy Consumption of Domestic Hot Water in Spain

    Alberto Gutierrez-Escolar

    2014-10-01

    Full Text Available Energy consumption rose about 28% over the 2001 to 2011 period in the Spanish residential sector. In this environment, domestic hot water (DHW represents the second highest energy demand. There are several methodologies to estimate DHW consumption, but each methodology uses different inputs and some of them are based on obsolete data. DHW energy consumption estimation is a key tool to plan modifications that could enhance this consumption and we decided to update the methodologies. We studied DHW consumption with data from 10 apartments in the same building during 18 months. As a result of the study, we updated one chosen methodology, adapting it to the current situation. One of the challenges to improve efficiency of DHW use is that most of people are not aware of how it is consumed in their homes. To help this information to reach consumers, we developed a website to allow users to estimate the final electrical energy needed for DHW. The site uses three estimation methodologies and chooses the best fit based on information given by the users. Finally, the application provides users with recommendations and tips to reduce their DHW consumption while still maintaining the desired comfort level.

  9. Low-Cost Solar Domestic Hot Water Systems for Mild Climates

    Burch, J.; Christensen, C.; Merrigan, T.; Hewett, R.; Jorgensen, G.

    2005-01-01

    In FY99, Solar Heating and Lighting set the goal to reduce the life-cycle cost of saved-energy for solar domestic hot water (SDHW) systems in mild climates by 50%, primarily through use of polymer technology. Two industry teams (Davis Energy Group/SunEarth (DEG/SE) and FAFCO) have been developing un-pressurized integral-collector-storage (ICS) systems having load-side heat exchangers, and began field-testing in FY04. DEG/SE?s ICS has a rotomolded tank and thermoformed glazing. Based upon manufacturing issues, costs, and poor performance, the FAFCO team changed direction in late FY04 from an un-pressurized ICS to a direct thermosiphon design based upon use of pool collectors. Support for the teams is being provided for materials testing, modeling, and system testing. New ICS system models have been produced to model the new systems. A new ICS rating procedure for the ICS systems is undergoing testing and validation. Pipe freezing, freeze protection valves, and overheating have been tested and analyzed.

  10. Outdoor test method to determine the thermal behavior of solar domestic water heating systems

    Garcia-Valladares, O.; Pilatowsky, I. [Centro de Investigacion en Energia, Universidad Nacional Autonoma de Mexico, Privada Xochicalco, s/n, Colonia Centro, 62580 Temixco, Morelos (Mexico); Ruiz, V. [Escuela Tecnica Superior de Ingenieros, Universidad de Sevilla, Camino de los Descubrimientos, s/n, Isla de la Cartuja, 41092 Sevilla, Espana (Spain)

    2008-07-15

    The dynamics of the market, the generation of new promotion programs, fiscal incentives and many other factors are to be considered for the massive application of solar domestic water heating systems (SDWHS) mainly of the compact thermosiphon type, makes it necessary to choose simple and inexpensive procedure tests that permit to know their characteristic thermal behaviors without an official standard being necessary. Moreover, it allows the comparison among systems and offers enough and reliable information to consumers and manufacturers. In most developing countries, an official national standard for SDWHS is not available, therefore it is necessary to adopt an international test procedure in which the cost and time of implementation is very important. In this work, a simple and inexpensive test method to determine the thermal behavior of SDWHS is proposed. Even though these procedure tests do not have an official standard structure they permit, by comparing different solar systems under identical solar, ambient, and initial conditions, the experimental determination of: (a) the maximum available volume of water for solar heating; (b) water temperature increment and available thermal energy at the end of the day; (c) temperature profiles (stratification) and the average temperature in the storage tank after it is homogenized; (d) the average global thermal efficiency; (e) water temperature decrement and energy lost overnight; and (f) the relationship between hot water volume and solar collector area as function of the average heating temperature. An additional proposed test permits to know the heat losses caused by the reverse flow in the collector loop. These tests will be carried out independently of the configuration between the solar collector and the storage tank, the way the fluid circulates and the type of thermal exchange. The results of this procedure test can be very useful, firstly, for the local solar manufacturers' equipment in order to design and optimize its products comparing their systems against a reference system under identical test conditions and secondly, by the consumers in order to select the most suitable system. The resulting experimental data for a particular thermosiphon system is presented and discussed. (author)

  11. Outdoor test method to determine the thermal behavior of solar domestic water heating systems

    The dynamics of the market, the generation of new promotion programs, fiscal incentives and many other factors are to be considered for the massive application of solar domestic water heating systems (SDWHS) mainly of the compact thermosiphon type, makes it necessary to choose simple and inexpensive procedure tests that permit to know their characteristic thermal behaviors without an official standard being necessary. Moreover, it allows the comparison among systems and offers enough and reliable information to consumers and manufacturers. In most developing countries, an official national standard for SDWHS is not available, therefore it is necessary to adopt an international test procedure in which the cost and time of implementation is very important. In this work, a simple and inexpensive test method to determine the thermal behavior of SDWHS is proposed. Even though these procedure tests do not have an official standard structure they permit, by comparing different solar systems under identical solar, ambient, and initial conditions, the experimental determination of: (a) the maximum available volume of water for solar heating; (b) water temperature increment and available thermal energy at the end of the day; (c) temperature profiles (stratification) and the average temperature in the storage tank after it is homogenized; (d) the average global thermal efficiency; (e) water temperature decrement and energy lost overnight; and (f) the relationship between hot water volume and solar collector area as function of the average heating temperature. An additional proposed test permits to know the heat losses caused by the reverse flow in the collector loop. These tests will be carried out independently of the configuration between the solar collector and the storage tank, the way the fluid circulates and the type of thermal exchange. The results of this procedure test can be very useful, firstly, for the local solar manufacturers' equipment in order to design and optimize its products comparing their systems against a reference system under identical test conditions and secondly, by the consumers in order to select the most suitable system. The resulting experimental data for a particular thermosiphon system is presented and discussed. (author)

  12. BIBRA trademark - the biological treatment of radioactive waste water

    BIBRA trademark, is the new bio-technological method developed in Gundremmingen for treating radioactive waste water, using bacteria in a process analogous to the long-established principle of communal sewage treatment plants. The method exploits the behaviour of the micro-organisms found there, to establish optimum adaptation of their population for decomposing the typical pollutants found in this washing water. This procedure is particularly suitable for nuclear engineering plants, because in such plants the waste water composition changes little so that the bacteria can achieve optimum adaptation to this waste water. The organic ingredients of the washing media are decomposed by introducing air. The advantage of the procedure is not only the significant reduction of the amount of waste material, but also enhanced efficiency of the cleaning process. The decontamination factor in Gundremmingen improved from a factor of 5 to a factor of 20. The waste water is clear and free from suspended materials. A further decisive advantage is the elimination of organic substances in relation to conditioning of evaporator concentrates for final disposal storage. The process entails only slight conversion costs - in Gundremmingen only DM 35 000 were required for converting the four washing water containers. The authors state that the savings amount to DM 250 000 per year. The conditioning process is suitable for boiling water plants already utilising centrifuge technology, as well as for plants which exclusively evaporate their washing water. (orig.)

  13. Development of a household waste treatment subsystem, volume 1. [with water conservation features

    Gresko, T. M.; Murray, R. W.

    1973-01-01

    The domestic waste treatment subsystem was developed to process the daily liquid and non-metallic solid wastes provided by a family of four people. The subsystem was designed to be connected to the sewer line of a household which contained water conservation features. The system consisted of an evaporation technique to separate liquids from solids, an incineration technique for solids reduction, and a catalytic oxidizer for eliminating noxious gases from evaporation and incineration processes. All wastes were passed through a grinder which masticated the solids and deposited them in a settling tank. The liquids were transferred through a cleanable filter into a holding tank. From here the liquids were sprayed into an evaporator and a spray chamber where evaporation occurred. The resulting vapors were processed by catalytic oxidation. Water and latent energy were recovered in a combination evaporator/condenser heat exchanger. The solids were conveyed into an incinerator and reduced to ash while the incineration gases were passed through the catalytic oxidizer along with the processed water vapor.

  14. The integration of solar power plants for domestic water services in buildings; Integracion de calderas y calentadores individuales en las instalaciones de ACS con energia solar

    Martin, J. V.; Garcia, R.; Lopez de Subijana, R.; Casado, J. M.

    2004-07-01

    The integration of solar power plants for domestic water services in buildings with individual heating and domestic water facilities has some problems which must be solved by the manufacturers of boilers and individual heaters; the most important is the water temperature in the entrance to the individual equipment because of solar heating. Therefore, we must care about materials in boilers and heaters, and temperature control systems of domestic water production. We analyse the technical conditions which appear in these equipment in the usual schemes: Centralized accumulation, distributed accumulation, serial heating, etc., and propose some elements which can be integrated in these facilities to obtain a better operation. (Author)

  15. Energy use and domestic hot water consumption - Phase 1. Final report

    Goldner, F.S. [Energy Management & Research Associates, Brooklyn, NY (United States)

    1994-11-01

    New York State Energy Research & Development Authority has sponsored a project to develop comprehensive operating data on combined domestic hot water (DHW) and heating systems to be used in system design and specifications. The new, more precise DHW flow data (broken down on a per capita basis) result in a better foundation for sizing decisions. Thirty New York City multifamily buildings with combined steam heating and DHW plants were instrumented to monitor apartment, outdoor, boiler and DHW temperatures, and burner on-off times. In nine buildings, which had been upgraded, additional data collected were: stack temperature, DHW flow in 15-minute increments, oil and boiler make-up water flows, and DHW temperature before and after the mixing valve and on the return line. The data set collected for 14 months amounts to a data base of over 110 megabytes. This report presents DHW demand patterns, seasonal variations, weekday vs. weekend consumption, consumption vs. occupancy levels, coincidence of 15-, 60-, 120-, and 180- minute demand periods, and average vs. peak demand levels, as well as figures for energy to generate DHW. The format of guidelines presented in this report differs from those currently in use. The {open_quotes}Low - Medium - High{close_quotes} (LMH) users set of guidelines provide a range, rather than a specific, singular gallonage standard. By providing LMH tables and guidelines for their application the design engineer or contractor can then use these as a tool from which to select the appropriate level that matches the site being served. Values are presented for both New York sizing guidelines (developed from this study), as well as a set of {open_quote}National{close_quote} figures (derived from a compilation of studies conducted in other cities). The LMH approach and {open_quote}National{close_quote} guidelines were adopted for inclusion in the 1995 ASHRAE Handbook revision.

  16. Investigation of transient behaviour of combi boiler type appliances for domestic hot water

    Combi boiler type appliances heating both space and water demanded for use and consuming natural gas as the energy source are one of the most common branches of the household goods. This study touches mainly on two types of combi boiler concepts to investigate only domestic hot water (DHW) heating function since highly efficient condensing appliances have been manufactured in terms of space heating. First concept has the normal working configuration of the heat exchangers of a standard combi boiler; whereas, the second has the opposite operation order of the heat exchangers. 1D transient energy equations have been constructed with the help of the laws of thermodynamics in order to model the heat exchangers in a standard combi boiler. After obtaining a general mathematical model for the standard combi boiler, the energy equations have been discretised with finite difference scheme, and solved numerically in Matlab®. Subsequently, numerical results are validated experimentally in different working modes of a standard appliance. As the last step, similar results are obtained for the second proposed concept using the related equations of the standard combi model to compare both concepts on a numerical basis. - Highlights: • 1D theoretical model of a combi boiler was constructed and verified experimentally. • Preliminary estimations will be obtained from the model about the laboratory tests. • Number of the laboratory tests will be decreased thanks to the theoretical model. • The model was used to compare the transient behaviour of two kinds of combi boilers. • The second combi boiler alternative to standard one has a higher comfort potential

  17. Effectiveness of Domestic Wastewater Treatment Using a Bio-Hedge Water Hyacinth Wetland System

    Alireza Valipour

    2015-01-01

    Full Text Available onstructed wetland applications have been limited by a large land requirement and capital investment. This study aimed to improve a shallow pond water hyacinth system by incorporating the advantages of engineered attached microbial growth technique (termed Bio-hedge for on-site domestic wastewater treatment. A laboratory scale continuous-flow system consists of the mesh type matrix providing an additional biofilm surface area of 54 m2/m3. Following one year of experimentation, the process showed more stability and enhanced performance in removing organic matter and nutrients, compared to traditional water hyacinth (by lowering 33%–67% HRT and facultative (by lowering 92%–96% HRT ponds. The wastewater exposed plants revealed a relative growth rate of 1.15% per day, and no anatomical deformities were observed. Plant nutrient level averaged 27 ± 1.7 and 44 ± 2.3 mg N/g dry weight, and 5 ± 1.4 & 9±1.2 mg P/g dry weight in roots and shoots, respectively. Microorganisms immobilized on Bio-hedge media (4.06 × 107 cfu/cm2 and plant roots (3.12 × 104 cfu/cm were isolated and identified (a total of 23 strains. The capital cost was pre-estimated for 1 m3/d wastewater at 78 US$/m3inflow and 465 US$/kg BOD5 removed. This process is a suitable ecotechnology due to improved biofilm formation, reduced footprint, energy savings, and increased quality effluent.

  18. Synergistic effects of irradiation of waste-water

    Water is an absolute necessity for all forms of animal and plant life. As man's requirements for water increase, the need for better methods of purification also increase. Technology has been slow to develop new methods of water treatment for the direct utilization of waste-water. Many new construction projects are at a standstill because waste-water treatment methods have not been developed to handle adequately the ever-increasing flow of sewage. Theoretical considerations of the use of high-level radiation in the treatment of waste-water have failed to consider the effects of the hydrated electron, and the potential of the possible synergistic effects of combining chlorine, oxygen and irradiation. An extensive testing programme at the University Center for Pollution Research of the Florida Institute of Technology over the past four years has shown that irradiation of waste-water samples immersed in an aqueous environment provide bacterial kill and reduction in organic pollution far greater than that obtained from theoretical considerations of G values and earlier experiments where the waste samples were not immersed in an aqueous environment. These testing programmes have investigated the synergistic effects of combining oxygen and irradiation. Each of these combined treatments resulted in an increased bacterial kill factor. Tests on Staphylococcus aureus bacteria and faecal streptococcus bacteria indicate that the synergistic effects observed for faecal coliform bacteria also apply to the pathogenic bacteria. A statistical analysis of the data obtained shows the relationships between the various effects on the bacteria. A definite shielding factor from the turbidity of the waste-water has been shown to exist. Synergistic effects have been shown to offset significantly the shielding effects. Optimization of these synergistic effects can greatly increase the effectiveness of irradiation in the treatment of waste-water. (author)

  19. Waste disposal from the light water reactor fuel cycle

    Alternative nuclear fuel cycles for support of light water reactors are described and wastes containing naturally occurring or artificially produced radioactivity reviewed. General principles and objectives in radioactive waste management are outlined, and methods for their practical application to fuel cycle wastes discussed. The paper concentrates upon management of wastes from upgrading processes of uranium hexafluoride manufacture and uranium enrichment, and, to a lesser extent, nuclear power reactor wastes. Some estimates of radiological dose commitments and health effects from nuclear power and fuel cycle wastes have been made for US conditions. These indicate that the major part of the radiological dose arises from uranium mining and milling, operation of nuclear reactors, and spent fuel reprocessing. However, the total dose from the fuel cycle is estimated to be only a small fraction of that from natural background radiation

  20. Impact of Persistent Degassing of Kilauea Volcano on Domestic Water Supplies

    Thomas, D. M.; Macomber, T.

    2010-12-01

    In March, 2008, a small explosive eruption in the summit crater of Kilauea Volcano marked the initiation of a new, persistently degassing vent at Kilauea. Emission rates of sulfur dioxide initially exceeded 1000 tons per day but declined to a longer term rate of ~800 tons per day. Because of its location farther inland, the plume from this vent generated more severe and more frequent adverse air quality impacts on the surrounding and downwind communities than has the longer lived degassing vents at Pu'u O'o. Because many residents on Hawaii Island derive their domestic water supply from roof catchment systems, deposition of aerosols produced in the volcanic plume could pose a significant health threat to the community. In order to quantify that risk, a program of screening of water catchment systems was undertaken in three communities: Lower Puna, upwind of the vent; Volcano Village, immediately adjacent to the Kilauea summit; and Hawaiian Ocean View Estates, located ~65 km downwind from the vent. An aggregate of 439 samples were collected and analyzed for pH, and fluoride, chloride and sulfate ion concentrations; the median values and extrema are shown in Table I below. The pH values for the catchments proved not to be a good indicator of plume influence: the Volcano and Ocean View communities showed a bimodal distribution of values reflecting residents managing their water systems (median pH = 6.2 and 7.2 respectively) and those that didn't (median pH = 4.5 and 4.3 respectively); however, the lower extremes for pH gave values of 2.9 and 3.3 respectively. Chloride values were also variable due to the use of sodium hypochlorite to treat for biological contaminants. The median values for fluoride and sulfate show a progressive increase from the Puna catchments to Volcano and Ocean View. We believe that these values are consistent with the relative exposure of the communities to the volcanic plume: although the Volcano community is closer to the source, wind conditions conducive to exposure are infrequent whereas the more distant Ocean View community is exposed to a more dilute plume but at a much higher frequency. Even though the median values are within accepted limits for drinking water, the extreme values observed are cause for concern: the pH values are well below those recommended for drinking water and the fluoride values are approaching WHO recommended drinking water levels. With even modest increases in plume output or exposure times, some of the community catchment systems can accumulate sufficient acid or fluoride ion concentrations to pose a significant health threat if drinking water is drawn from those catchments. Continued monitoring of catchment water quality is recommended.Table I. Catchment Water Supply Analytical Results Concentrations in parts per million

  1. Waste Feed Delivery Raw Water and Potable Water and Compressed Air Capacity Evaluation

    This study evaluated the ability of the Raw Water, Potable Water, and Compressed Air systems to support safe storage as well as the first phase of the Waste Feed Delivery. Several recommendations are made to improve the system

  2. Determination of Heavy Metal Levels in Various Industrial Waste Waters

    Mustafa Şahin Dündar

    2012-06-01

    Full Text Available Important part of the environmetal pollution consists of waste water and water pollution. The water polluted by anthropogenical, industrial, and agricultural originated sources are defined as waste waters which are the main pollution sources for reservoirs, rivers, lakes, and seas. In this work, waste waters of leather, textile, automotive side, and metal plating industries were used to determine the levels of Cu, Zn, Cr, Pb and Ni by using Flame Atomic Absorption Spectrometer. As a result, highest mean levels of copper in supernatants of plating and textile industries were observed as 377,18 ng ml-1, respectively 103 ng ml-1 lead and 963,6 ng ml-1 nickel in plating industry, 1068,2 ng ml-1 zinc and 14557,1 ng ml-1 chromium in plating and leather industries were determined.

  3. Improving the process of preparing waste water at Kamennolozhskiy UPPN

    Abashev, R.G.

    1982-01-01

    The main reasons are examined for low efficient operation of treatment works at the Kamennolozhskiy UPPN and efficient ways to improve quality of waste water by introducing separate collection and preparation of individual types of water, organization of preliminary discharge at the main structures and pinpointing the duration of settling. The process of settling was studied on waste water under field conditions using sampling from a strictly defined level of the settling tank in definite time intervals and analysis of samples for the content of mechanical admixtures and petroleum products. The duration of settling in the reservoir was corrected according to the curve for the dependence of the contaminant content in the waste water on the duration of settling. It was indicated that introduction of recommendations guarantees quality of water of the required condition for injection into productive beds to maintain bed pressure.

  4. 226Ra adsorption on active coals from waste waters

    During the mining and extraction of uranium, the principle means of protection measurement is to prevent uranium and its products diffusing into the environment. The main carriers of radioactive elements in the environment are air and water. Therefore, reduction of the pollution at a uranium mine can be achieved by the treatment of waste waters contaminated with 226Ra Radium contaminated waste waters represent a major biological risk. This paper presents the results of the study of the sorption of 226Ra on active coal mechanisme and the influence of the physical and chemical characteristics of fluid. The 226Ra removal from the residue pond water at the uranium ore processing plant was studied using eight types of indigenous active coals. The experimental results for each type of active coal and their effect on removal of 226Ra from waste waters are presented in this paper. (author)

  5. Physico-chemical properties of biodiesel manufactured from waste frying oil using domestic adsorbents

    Ismail, Samir Abd-elmonem A.; Ali, Rehab Farouk M.

    2015-06-01

    We have evaluated the efficiency of sugar cane bagasse ash (SCBA), date palm seed carbon (DPSC), and rice husk ash (RHA) as natural adsorbents and compared them with the synthetic adsorbent Magnesol XL for improving the quality of waste frying oil (WFO) and for the impact on the physicochemical properties of the obtained biodiesel. We measured moisture content, refractive index (RI), density, acid value (AV), iodine value (IV), peroxide value (PV), and saponification value (SV), as well as fatty acid profile. Purification treatments with various levels of adsorbents caused significant (P ≤ 0.05) decreases in free fatty acids (FFAs), PVs, and IVs. The highest yields (86.45 and 87.80%) were observed for biodiesel samples produced from WFO treated with 2% Magnesol and 3% of RHA, respectively, followed by samples treated with 2 and 3% of DPSC or RHA. Pre-treatments caused a significant decrease in the content of C 18:2 linoleic acids, consistent with a significant increase in the content of monounsaturated and saturated fatty acids (MUFA) in the treated samples. The highest oxidation value (COX) (1.30) was observed for biodiesel samples produced from WFO without purification treatments. However, the lowest values (0.44-0.73) were observed for biodiesel samples produced from WFO treated with different levels of adsorbents. Our results indicate that pre-treatments with different levels of adsorbents regenerated the quality of WFO and improved the quality of the obtained biodiesel.

  6. Engineering for waste water treatment from tailing dumps

    Kostadinov, Ljubisa; Micevska, Olgica; Krstev, Boris; Golomeov, Blagoj; Golomeova, Mirjana

    2013-01-01

    Apart from all measures to control and improve the quality (several days of purification by water settlement) of water that is discharged from tailing dumps in some periods, it is possible contaminated water to be discharge into the nearest watercourses. As a result of the discharge of contaminated water, deposition of harmful substances in the riverbeds can occur, which process causes contamination of the surrounding soil. To achieve a high level of environmental protection from waste ...

  7. Investigations on the treatment of waste waters from pig breeding

    Cute, E.; Mambet, E.; Juriari, E.; Murgoci, C.

    1967-01-01

    The introduction of intensive methods of pig breeding has caused changes in the characteristics, particularly the strength, of the piggeries waste waters; analytical data are tabulated for waste waters from 3 pig-breeding farms and 1 large pig-breeding combine in Romania. At older piggeries, waste waters are treated by sedimentation and sludge digestion in Imhoff tanks. In more recent establishments, treatment comprises primary sedimentation followed by storage of the settled waste waters in ponds to be used for irrigation, and separate digestion of sludge in open tanks. Experiments showed that precautions are necessary to prevent blocking of the sewerage system by easily-settleable material before reaching the sedimentation tanks; sedimentation is more efficient in horizontal sedimentation tanks than in the older Imhoff tanks; biological treatment is possible without addition of nutrients, but the waste waters must be diluted; and digestion requires a longer period than that for sewage sludge, difficulties being caused by the presence of coarse suspended particles of waste feeding stuffs.

  8. Influences on domestic well water testing behavior in a Central Maine area with frequent groundwater arsenic occurrence

    Sara V Flanagan; Marvinney, Robert G.; Zheng, Yan

    2014-01-01

    In 2001 the Environmental Protection Agency (EPA) adopted a new standard for arsenic (As) in drinking water of 10 μg/L, replacing the old standard of 50 μg/L. However, for the 12% of the U.S. population relying on unregulated domestic well water, including half of the population of Maine, it is solely the well owner’s responsibility to test and treat the water. A mailed household survey was implemented January 2013 in 13 towns of central Maine with the goal of understanding the population’s t...

  9. Waste Water Treatment And Data Book Of Method Of Water Quality Analysis

    This book indicates the method of water quality analysis and waste water treatment with collecting water quality data of advanced country and WHO, which introduces poisonous substance in industrial waste water such as heavy metal, ammonia, chlorine ion, PCB, chloroform, residual chlorine and manganese, reports about influence of those materials on human health, lists on method of analysis the poisonous substance, research way like working order and precautions on treatment and method of chemical process and use.

  10. On-site treatment of waste water in Baotou waste repository by neutralization and precipitation

    This paper introduces the method and results of waste water treatment in Baotou waste repository. NaOH (10 mol/L) is used to neutralize and precipitate the radioactive material in waste water, supernatant is siphoned to a higher place to be evaporated naturally. Results of lab's experiment and on-site operation show: decontamination ratios of the process are 99.35% and 96.17% for gross ? and gross ?, respectively. No contamination was found on the site where supernatant was evaporated

  11. Efficiency Research on Meat Industry Waste Water Treatment Applying the Method of Dissolved Air Flotation

    Valentinas Gerasimovas

    2012-01-01

    Full Text Available To protect environment from industrial pollution, strict requirements for waste water treatment are imposed. The purpose of research is to establish an optimal ratio of saturated liquid and meat industry waste water. Research included JCC Traidenis waste water treatment system installed in JSC BHJ Baltic. Investigations into treated waste water indicated that an optimal ratio of waste water and saturated liquid was 2/1 under duration time of 8 minutes. Efficient waste water treatment made 86% and the ratio of waste water and saturated liquid was 2/1.Article in Lithuanian

  12. Phenols biodegradation in waste waters from petroleum industry

    Practical methods to isolate, adapt and propagate phenol biodegradation microorganisms were established. Fifteen different microorganism group were obtained, capable of eliminating phenol contained in production water, sour water and waste water from Barrancabermeja's Refinery (Colombia), and dehydration water from heavy oil-in-water emulsions. Elimination efficiencies higher than 95% in periods of time shorter than 24 hour were achieved at laboratory and pilot plant scales. A continuos system using this technology was successfully implemented in April 1994, for the treatment of waste water from Colombia's biggest refinery. Existing stabilizing pools were converted into bioreactors capable of handling water flow rates between 16.000 to 32.000 m3/d. Efficiencies close to 95% have obtained under controlled acidity, aeration and flow rate conditions. This technology is being implemented in other Ecopetrol refineries and production fields

  13. Process engineering in biological aerobic waste-water treatment

    Gavrilescu, M.; Macoveanu, M. [Technical Univ. Gh. Asachi, Iasi (Romania). Dept. of Environmental Engineering

    1999-11-01

    A non-comprehensive review of several technical developments in the field of aerobic biological waste-water treatment engineering is carried out, considering the active role the engineers have to play in this field. This paper brings together conventional and advanced problems in the field of aerobic biological waste-water treatment. Such an overview of biological waste-water treatment also precedes comments on some important aspects concerning the microorganisms responsible for waste-water treatment as well as consideration of the application of fundamentals and kinetics to the analysis of the biological processes used most commonly for aerobic biological waste-water treatment. A survey of the development of the biological activated-sludge process and some modifications are given. Some problems implied in the conventional activated-sludge waste-water treatment are analyzed, considering conventional processes and bioreactor models (the continuous stirred-tank reactor model and the plug-flow reactor models of the activated-sludge process) as well as aerated lagoons. Further, modifications of the activated-sludge process are presented. These include additional details on the bioreactor progress and applications, with emphasis on aspects concerning airlift bioreactors and their variants, deep-shaft bioreactors and reciprocating jet bioreactors which are considered as the third generation of bioreactors owing to their important advantages in design, operation and performance in waste-water treatment. Sequencing-batch reactors and aerobic digestion processes, including conventional aerobic digestion, high-purity oxygen digestion, thermophilic aerobic digestion and cryophylic aerobic digestion are also reviewed. Finally, some aspects regarding the operational factors that are involved in the selection of the reactor type are included. (orig.)

  14. Treatment of radioactive waste water by flocculation method, (1)

    Coagulation property of particle on the treatment of radioactive waste water by floculation method is varied with its electrical potential and mixing condition. The surface state of the particle is influenced by contents of coexistent materials in the waste water and added materials at the treatment process. In the case of using ferric hydroxide as coagulant, assuming the ions which decide the potential of the particle surface are Fe(OH)2+ and Fe(OH)4-, calculated values of the potential agree with zeta-potential of ferric hydroxide particle which is formed from FeCl4 and NaOH in demineralized water. When Na2CO3 is in the waste water as coexistent materials, anion HCO3- adsorbs on the particle surface in connection with pH variation and thus the surface charge is being minus. If Ca2+ ion is present in the waste water, the surface charge plus. ABS acts as single molecule anion at low concentration, but it forms micell at high concentration and influences zeta-potential of the particle. The potential of the particle is correlated to the coprecipitation rate of 90Sr in the waste water. (auth.)

  15. Final report of the Toronto residential solar domestic hot water initiative : a technology demonstration project

    Singh, R.M. [Energy Action Council of Toronto, Toronto, ON (Canada)

    2001-06-30

    A joint project between Natural Resources Canada and the Energy Action Council of Toronto (EnerACT) was launched in May 2000 in which 26 solar domestic hot water DHW heaters were successfully installed in residential homes in Toronto to raise the profile of solar DHW systems and to build a foundation for future work that would create momentum in the solar DHW heater markets. The first phase of the project offered homeowners a 50 per cent discount on the total installed cost of the system. The second phase offered a 25 per cent discount on the total cost. Birkholm Heating, a Toronto-based mechanical contractor was the solar installer for the project. EnerACT engaged solar manufacturers in Canada in a tender process with the objective of delivering the most technically efficient and economically feasible system possible to the participants of the project. ThermoDynamics Ltd. was chosen as the project supplier after an extensive review of the responses. One of the outcomes of the project was the conclusion that solar DHW systems can only be installed by skilled workers, and that more solar installers must be trained and be available if the solar market in Toronto is to grow. It was also determined that a consistent and strong guiding hand from government and non-government sectors is needed to advance the solar DHW market. Changes in policy and regulations are also needed to encourage renewable energy technologies. Until the system costs can be permanently reduced, however, only those consumers who are environmentally inclined or those with higher disposable incomes will likely opt for the units. 3 tabs.

  16. Device for waste water monitoring using a radiometric probe

    The described method is based on continuous non-contacting monitoring by beta backscattering or X-ray fluorescence measurements. If the concentration of impurities in the waste water exceeds a given value, a water sample is taken automatically and analysed in the laboratory, so that the extent of pollution can be assessed

  17. Assessing Waste Water Treatment Plant Effluent for Thyroid Hormone Disruption

    Much information has been coming to light on the estrogenic and androgenic activity of chemicals present in the waste water stream and in surface waters, but much less is known about the presence of chemicals with thyroid activity. To address this issue, we have utilized two assa...

  18. ECONOMIC ASSESSMENT OF WASTE WATER AQUACULTURE TREATMENT SYSTEMS

    This study attempted to ascertain the economic viability of aquaculture as an alternative to conventional waste water treatment systems for small municipalities in the Southwestern region of the United States. A multiple water quality objective level cost-effectiveness model was ...

  19. Optimal control of a waste water cleaning plant

    Ellina V. Grigorieva

    2010-09-01

    Full Text Available In this work, a model of a waste water treatment plant is investigated. The model is described by a nonlinear system of two differential equations with one bounded control. An optimal control problem of minimizing concentration of the polluted water at the terminal time T is stated and solved analytically with the use of the Pontryagin Maximum Principle. Dependence of the optimal solution on the initial conditions is established. Computer simulations of a model of an industrial waste water treatment plant show the advantage of using our optimal strategy. Possible applications are discussed.

  20. Photocatalytic post-treatment in waste water reclamation systems

    Cooper, Gerald; Ratcliff, Matthew A.; Verostko, Charles E.

    1989-01-01

    A photocatalytic water purification process is described which effectively oxidizes organic impurities common to reclaimed waste waters and humidity condensates to carbon dioxide at ambient temperatures. With this process, total organic carbon concentrations below 500 ppb are readily achieved. The temperature dependence of the process is well described by the Arrhenius equation and an activation energy barrier of 3.5 Kcal/mole. The posttreatment approach for waste water reclamation described here shows potential for integration with closed-loop life support systems.

  1. REVIEW OF EXISTING LCA STUDIES ON WASTE WATER TREATMENT TECHNOLOGIES

    Larsen, Henrik Fred; Hauschild, Michael Zwicky

    The EU research project “NEPTUNE” is related to the EU Water Framework Directive and focused on the development of new waste water treatment technologies (WWTT) for municipal waste water. The sustainability of these WWTTs is going to be assessed by the use of life cycle assessment (LCA). New life...... importance of the different life cycle stages and the individual impact categories in the total impact from the waste water treatment, and the degree to which micropollutants, pathogens and whole effluent toxicity have been included in earlier studies. The results show that more than 30 different WWTT (and...... even more treatment trains/scenarios) have already been the subject of more or less detailed LCAs. All life cycle stages may be important and all impact categories (except stratospheric ozone depletion) typically included in LCAs may show significance depending on the actual scenario. Potential impacts...

  2. The potential of Zea mays, Commelina bengelensis, Helianthus annuus and Amaranthus hybridus for phytoremediation of waste water

    Chacha Joseph Sarima

    2012-12-01

    Full Text Available Waste-water from domestic use and from industrial effluent burden the water systems with high levels of heavy metal hence there is need to remove these heavy metals so that the waste water can be recycled for use for household or irrigation. The present study has screened Zea mays (maize, Commelina bengelensis (wondering jew, Helianthus annuus (sunflower and Amaranthus hybridus (amaranthus for their ability to bioaccumulate Pb, Cu, Cd and Zn metals. The results obtained show that the H. annuus and C. bengelensis plant have promising potential for removal of Pb, Cu and Cd from wastewater though their ability to remove Zn from contaminated solutions is not much different from that of Z. mays and A. hybridus.

  3. Water recovery using waste heat from coal fired power plants.

    Webb, Stephen W.; Morrow, Charles W.; Altman, Susan Jeanne; Dwyer, Brian P.

    2011-01-01

    The potential to treat non-traditional water sources using power plant waste heat in conjunction with membrane distillation is assessed. Researchers and power plant designers continue to search for ways to use that waste heat from Rankine cycle power plants to recover water thereby reducing water net water consumption. Unfortunately, waste heat from a power plant is of poor quality. Membrane distillation (MD) systems may be a technology that can use the low temperature waste heat (<100 F) to treat water. By their nature, they operate at low temperature and usually low pressure. This study investigates the use of MD to recover water from typical power plants. It looks at recovery from three heat producing locations (boiler blow down, steam diverted from bleed streams, and the cooling water system) within a power plant, providing process sketches, heat and material balances and equipment sizing for recovery schemes using MD for each of these locations. It also provides insight into life cycle cost tradeoffs between power production and incremental capital costs.

  4. How much water is enough? Domestic metered water consumption and free basic water volumes: the case of Eastwood, Pietermaritzburg

    JA, Smith.

    2010-10-01

    Full Text Available This article is based on an in-depth case study of urban water services to poor households in the community of Eastwood, Pietermaritzburg, in the province of KwaZulu-Natal, South Africa, for the period 2005-2007. The article adopts a mixedmethodological approach. Despite government progress in deliv [...] ering water infrastructure post-1994, ability to pay for the service limited access. The free basic water policy, initiated by national Government in 2001, sought to provide all citizens, but particularly the poor, with a basic supply of free water. The concessions were envisaged to improve public health, gender and equity, affordability, and as an instrument of post-apartheid redress and poverty alleviation. Once free basic water (FBW) was declared a new imperative for local government the debate on exactly how much was enough, why 6 kl was chosen, the structure of the offering and broader state intentions opened up. This article positions the FBW offering within the prevailing international discourse on 'need' calculation. Through the exploration of actual water consumption patterns of urban poor households, the ideological assumptions and 'scientific' calculations underpinning this discourse were found to have ignored the fluidness of use as well as the value of water beyond mere physiological need. In this regard, access to FBW was conditioned on a small household size and further predicated the modification of normal water activities and lifestyle and carried a disproportionate social cost. The free basic volume of 6 kl was found to have no resonance with actual water volumes consumed by the majority of Eastwood households.

  5. Methods for chemical analysis of water and wastes

    1979-03-01

    This manual provides test procedures approved for the monitoring of water supplies, waste discharges, and ambient waters, under the Safe Drinking Water Act, the National Pollutant Discharge Elimination System, and Ambient Monitoring Requirements of Section 106 and 208 of Public Law 92-500. The test methods have been selected to meet the needs of federal legislation and to provide guidance to laboratories engaged in the protection of human health and the aquatic environment.

  6. Life cycle assessment of waste water treatment plants in Ireland

    McNamara, Greg; Horrigan, Matthew; Phelan, Thomas; Fitzsimons, Lorna; Delaure, Yan; Corcoran, Brian; Doherty, Edelle; Clifford, Eoghan

    2014-01-01

    The European Water Act 91/271/EEC introduced a series of measures for the purpose of protecting the environment from the adverse effects of effluent discharge from Waste Water Treatment Plants (WWTP). There are environmental costs associated with attaining the required level of water quality set out in the act such as, emissions from energy production, ecotoxicity from sludge application to land. The goal of this study is to assess these costs. Life Cycle Assessment (LCA) has been the analy...

  7. Vitrification treatability studies of actual waste water treatment sludges

    Treatability studies have been conducted at the laboratory-scale to evaluate vitrification of waste water sludges at the Oak Ridge Reservation (ORR). These studies are being conducted jointly by Westinghouse Savannah River Technology Center (SRTC) and Oak Ridge National Laboratory (ORNL). These studies include testing with surrogate waste formulations at both the laboratory-scale and pilot-scale, and testing with actual waste at the laboratory-scale, pilot-scale, and field-scale. ORR was chosen as the host site for the field-scale demonstration. The Y12 West End Treatment Facility (WETF) waste water treatment sludges, which are RCRA F-listed wastes, were chosen as the candidate waste stream for the first field-scale demonstration. The laboratory-scale ''proof-of-principle'' demonstrations reported in this study and the pilot-scale studies planned for FY95 on the WETF sludge will provide needed operating parameters for the planned field-scale demonstration. These laboratory-scale ''proof-of-principle'' and pilot-scale studies also provide needed data for the evaluation of the feasibility of vitrification as a stabilization option for a variety of wastes which do not currently meet RCRA/LDR (Resource Conservation and Recovery Act/Land Disposal Restrictions) requirements for storage/disposal and/or those for which treatment capacity does not presently exist

  8. Impact on a utility, utility customers and the environment of an ensemble of solar domestic hot water systems

    The benefits of the installation of a large number of solar domestic hot water (SDHW) systems are identified and quantified. The benefits of SDHW systems include reduced energy use, reduced electrical demand, and reduced pollution. The avoided emissions, capacity contribution, energy and demand savings were evaluated using the power generation schedules, emissions data and annual hourly load profiles from a Wisconsin utility. It is shown that each six square meter solar water heater system can save annually: 3,560 kWh of energy, 0.66 kW of peak demand, and over four tons of pollution

  9. Radioactivity monitoring of waste water from isotope laboratories

    Due to the fact that radionuclide concentration measured in samples taken from the local sewage system do not yield information on any possible offense against section 46, sub-section (4) of the Radiation Protection Ordinance, the procedure should be modified so as to provide for frequent sampling of waste water at the site of isotope-handling institutes or laboratories, and for comparative measurements to be made. For efficient radioactivity monitoring in sewage treatment works receiving waste water from a large number of potential polluters, continuous sampling at various stages of the treatment process is suggested, together with recurrent single-nuclide analyses. These may be supplemented by sewage sludge analyses, as the radionuclides are accumulated in the sewage sludge. Various means of efficient waste water monitoring are explained by some examples. (orig./HP)

  10. Solubility effects in waste glass-demineralized water systems

    A study was carried out to determine the solubility limits of various elements found in waste glasses in demineralized water as a function of temperature. The work was sponsored by the Office of Nuclear Waste Isolation under contract to the Department of Energy. Solubility measurements were carried out at 350, 650, 950, and 1500C using three nonradioactive waste glass compositions. Subsaturation and supersaturation methods were used to determine the solubility limits. The two methods gave markedly different values for most glass components. The results obtained indicate that it is difficult to assign solubility limits to most glass components without thoroughly describing the glass-water system. This includes not only defining the glass type, and system temperature, but also the glass surface area-to-water volume (S/V) ratio of the system and its thermal history

  11. Facility for generating crew waste water product for ECLSS testing

    Buitekant, Alan; Roberts, Barry C.

    1990-01-01

    An End-use Equipment Facility (EEF) has been constructed which is used to simulate water interfaces between the Space Station Freedom Environmental Control and Life Support Systems (ECLSS) and man systems. The EEF is used to generate waste water to be treated by ECLSS water recovery systems. The EEF will also be used to close the water recovery loop by allowing test subjects to use recovered hygiene and potable water during several phases of testing. This paper describes the design and basic operation of the EEF.

  12. Ecotoxicity of waste water from industrial fires fighting

    Dobes, P.; Danihelka, P.; Janickova, S.; Marek, J.; Bernatikova, S.; Suchankova, J.; Baudisova, B.; Sikorova, L.; Soldan, P.

    2012-04-01

    As shown at several case studies, waste waters from extinguishing of industrial fires involving hazardous chemicals could be serious threat primary for surrounding environmental compartments (e.g. surface water, underground water, soil) and secondary for human beings, animals and plants. The negative impacts of the fire waters on the environment attracted public attention since the chemical accident in the Sandoz (Schweizerhalle) in November 1986 and this process continues. Last October, special Seminary on this topic has been organized by UNECE in Bonn. Mode of interaction of fire waters with the environment and potential transport mechanisms are still discussed. However, in many cases waste water polluted by extinguishing foam (always with high COD values), flammable or toxic dangerous substances as heavy metals, pesticides or POPs, are released to surface water or soil without proper decontamination, which can lead to environmental accident. For better understanding of this type of hazard and better coordination of firemen brigades and other responders, the ecotoxicity of such type of waste water should be evaluated in both laboratory tests and in water samples collected during real cases of industrial fires. Case studies, theoretical analysis of problem and toxicity tests on laboratory model samples (e.g. on bacteria, mustard seeds, daphnia and fishes) will provide additional necessary information. Preliminary analysis of waters from industrial fires (polymer material storage and galvanic plating facility) in the Czech Republic has already confirmed high toxicity. In first case the toxicity may be attributed to decomposition of burned material and extinguishing foams, in the latter case it can be related to cyanides in original electroplating baths. On the beginning of the year 2012, two years R&D project focused on reduction of extinguish waste water risk for the environment, was approved by Technology Agency of the Czech Republic.

  13. Development of electrochemical denitrification from waste water containing ammonium nitrate

    The authors developed processes to dentrify waste water containing ammonium nitrate discharged from the nuclear fuel manufacturing works and to recover nitric acid and ammonia. For denitrification they applied the operating method and the conditions of operation to make 0.4mM or less from NH4NO3 waste water of 1.5 M by 3 stages of electrodialysis cells. To recover nitric acid and ammonium water, they separated HNO3 solution of 6 M and NH4OH solution with one unit of electrolysis cell, then absorbed NH3 gas from NH4OH solution with water and applied the condition of operation to recover 8 M NH4OH solution. The authors demonstrated that treatment and recovery can be carried out stably with actual waste water with a system through the combination of previously mentioned electrodialysis cells, electrolysis cells and an ammonia gas absorber. At present they are planning a plant where NH4NO3 waste water of 4,500 mol can be treated per day

  14. ANAEROBIC AND AEROBIC TREATMENT OF COMBINED POTATO PROCESSING AND MUNICIPAL WASTES

    Demonstration and evaluation of the treatment of combined potato processing waste-water and domestic wastes using various combinations of anaerobic and aerated lagoons. Measured parameters included: BOD, COD, TSS, VSS, nitrogen, phosphorus, volatile acids, total coliform, fecal c...

  15. Occurrence and Potential Human-Health Relevance of Volatile Organic Compounds in Drinking Water from Domestic Wells in the United States

    Rowe, Barbara L.; Toccalino, Patricia L.; Moran , Michael J.; Zogorski, John S.; Price, Curtis V.

    2007-01-01

    Background As the population and demand for safe drinking water from domestic wells increase, it is important to examine water quality and contaminant occurrence. A national assessment in 2006 by the U.S. Geological Survey reported findings for 55 volatile organic compounds (VOCs) based on 2,401 domestic wells sampled during 1985–2002. Objectives We examined the occurrence of individual and multiple VOCs and assessed the potential human-health relevance of VOC concentrations. We also identifi...

  16. Monitoring the waste water of LEP

    Rühl, I

    1999-01-01

    Along the LEP sites CERN is discharging water of differing quality and varying amounts into the local rivers. This wastewater is not only process water from different cooling circuits but also water that infiltrates into the LEP tunnel. The quality of the discharged wastewater has to conform to the local environmental legislation of our Host States and therefore has to be monitored constantly. The most difficult aspect regarding the wastewater concerns LEP Point 8 owing to an infiltration of crude oil (petroleum), which is naturally contained in the soil along octant 7-8 of the LEP tunnel. This paper will give a short summary of the modifications made to the oil/water separation unit at LEP Point 8. The aim was to obtain a satisfactory oil/water separation and to install a monitoring system for a permanent measurement of the amount of hydrocarbons in the wastewater.

  17. Treatment of low level waste water by reverse osmosis

    A Study on the removal of certain radioactive elements Such as 141Ce, 51Cr 134Cu, 106Ru and 131I by Reverse Osmosis and the effect of surface activity agent on property of membrance are described in this paper. RO model is carried out to examine the treatment of actual reactor waste water and radioactive laundry waste water. The removal efficiency of total β is 98%. Three preprocessing (cloth pocket filtrator, hivefiltrator and zone) and membrane cleaning methods (acid, ozone and spongeball) are also investigated

  18. Heavy metals in the waste and in the water discharge area of municipal solid waste

    Luiz Ermindo Cavallet; Sebastio Garcia de Carvalho; Paulo Fortes Neto

    2013-01-01

    The county of Paranagu discards 80 tons of municipal solid waste (MSW) daily in the Embocu landfill without proper treatment. The present study aimed to evaluate the concentration of arsenic (As), cadmium (Cd), chromium (Cr), lead (Pb) and mercury (Hg) in the dump area and to compare it with reference values for soil and water quality stipulated by CETESB (2005). The methodology of the study involved the collection of waste samples (organic waste mixed with soil) from a depth of 1 m deep at...

  19. Radiation disinfection of domestic and industrial sewages to use them in circulating water supply

    Results of investigations into radiation method of treatment of biochemically purified and domestic sewages of Gajsk mining and dressing works are presented. It is shown that irradiation of sewages makes it possible to desinfect and purify them from organic and biogenic substances. The high degree of purification is at absorbed doses of approximately 3x10-2 Gy

  20. STUDY ON WASTE WATER TREATMENT PLANTS

    Mariana DUMITRU

    2015-01-01

    Biogas is more and more used as an alternative source of energy, considering the fact that it is obtained from waste materials and it can be easily used in cities and rural communities for many uses, between which, as a fuel for households. Biogas has many energy utilisations, depending on the nature of the biogas source and the local demand. Generally, biogas can be used for heat production by direct combustion, electricity production by fuel cells or micro-turbines, Combined Hest and Power ...

  1. An advective diffusion process on hot wasted water discharged to a depression angle direction into water

    Effect of change in wasted water from nuclear or fossil fuel power plants discharging direction from horizontal one to depression angle one on an advective diffusion process of hot wasted water was investigated. As a result, it could be confirmed that an effect of depression angle jet discharge on water temperature reduction and so forth could be applied present experimental equation on horizontal discharging by a coordinate transformation of various factors with discharging water angle. And, a judgement equation to obtain a limiting area of hot wasted water affecting with bed surface was obtained by using distance from the lowest point of jet to the sea bed, inner diameter of discharging pipe, and field number for parameters, to elucidate its effectiveness. Furthermore, a diagram to estimate an effect of depression angle discharging water in the area on water temperature reduction and so forth was also proposed. (G.K.)

  2. Combination gas producing and waste-water disposal well

    Malinchak, Raymond M. (McKeesport, PA)

    1984-01-01

    The present invention is directed to a waste-water disposal system for use in a gas recovery well penetrating a subterranean water-containing and methane gas-bearing coal formation. A cased bore hole penetrates the coal formation and extends downwardly therefrom into a further earth formation which has sufficient permeability to absorb the waste water entering the borehole from the coal formation. Pump means are disposed in the casing below the coal formation for pumping the water through a main conduit towards the water-absorbing earth formation. A barrier or water plug is disposed about the main conduit to prevent water flow through the casing except for through the main conduit. Bypass conduits disposed above the barrier communicate with the main conduit to provide an unpumped flow of water to the water-absorbing earth formation. One-way valves are in the main conduit and in the bypass conduits to provide flow of water therethrough only in the direction towards the water-absorbing earth formation.

  3. Water balance evaluation of final closure cover for near-surface radioactive wastes disposal facility

    The simulation of water balance was conducted for suggested four alternative multi-layer cover design of near-surface radioactive waste disposal facility under domestic climate condition. The analysis was also conducted for the most favorable one out of four alternative cover design under conservative scenarios. Until 100 years after closure of disposal vault, the infiltration flux for the most favorable cover design was negligible even under doubling of the ambient precipitation condition. When the degradation of asphalt and geo membrane after 100 years of closure was considered, the infiltration flux significantly increased almost to the design criteria of cover system in l' Aube disposal facility. And it was found that the hydraulic conductivity of bentonite/sand as a bottom barrier should be no greater than 1 x 10-7 cm/sec recommended by U.S. EPA. (author)

  4. Solar heating, cooling, and domestic hot water system installed at Kaw Valley State Bank and Trust Company, Topeka, Kansas

    1980-01-01

    The building has approximately 5600 square feet of conditioned space. Solar energy was used for space heating, space cooling, and preheating domestic hot water (DHW). The solar energy system had an array of evacuated tube-type collectors with an area of 1068 square feet. A 50/50 solution of ethylene glycol and water was the transfer medium that delivered solar energy to a tube-in-shell heat exchanger that in turn delivered solar heated water to a 1100 gallon pressurized hot water storage tank. When solar energy was insufficient to satisfy the space heating and/or cooling demand, a natural gas-fired boiler provided auxiliary energy to the fan coil loops and/or the absorption chillers. Extracts from the site files, specification references, drawings, and installation, operation and maintenance instructions are presented.

  5. Tracer studies on the removal of water endangering substances from municipal waste water

    The presentation deals with the behaviour of selected water endangering compounds and with possibilities of their holdback or elimination in water treatment plants. The investigations were carried out by use of 82Br-bromoxynil and sodium-32P-hydrogenphosphate in a pilot plant for the biological clarification of municipal waste waters. It is shown that only P > 10 mg P/l) from municipal waste water it was found that the phosphate concentration of the biologically cleaned water leaving the pilot plant is < 2 mg P/l. The pilot plant and details of the tracer experiments are described. (author)

  6. Wash water waste pretreatment system study

    1976-01-01

    The use of real wash water had no adverse effect on soap removal when an Olive Leaf soap based system was used; 96 percent of the soap was removed using ferric chloride. Numerous chemical agents were evaluated as antifoams for synthetic wash water. Wash water surfactants used included Olive Leaf Soap, Ivory Soap, Neutrogena and Neutrogena Rain Bath Gel, Alipal CO-436, Aerosol 18, Miranol JEM, Palmeto, and Aerosol MA-80. For each type of soapy wash water evaluated, at least one antifoam capable of causing nonpersistent foam was identified. In general, the silicones and the heavy metal ions (i.e., ferric, aluminum, etc.) were the most effective antifoams. Required dosage was in the range of 50 to 200 ppm.

  7. Uranium microbial treatment in waste water

    Heavy metals and uranium treatment and stabilization methods include microbial activities. Up to now the most successful biological treatment processes were bio sorption and precipitation, other processes such as connection to specific macromolecules, are used to control radioactive wastes containing uranium from mines and industrial plants. In a research project, gram - negative bacteria, called MGF - 48, were obtained from soils contaminated with lead in the south of Tehran, and their uranium absorption and storage capacities were examined. Preliminary results show that these microorganisms absorb uranium from solutions, form microbial flocks and settle. Uranium absorption rate increased linearly with concentration up to a maximum of 174 mg uranium/g dry weight cells. In comparison with other known uranium absorbing bacteria, MGF - 48 with 17.4% uranium dry mass are in the third place. Uranium can be eliminated from cells using chemical methods, therefore, cells can be reused. Research on effects of environmental parameters on absorption rate continues. (Author)

  8. Novel high effective waste water equalization tank

    The new solution of the circle shape wastewater equalization tank for petrochemical industry with pointwise sewage inlet and its discharge by system of two immersed perforated pipes on the circumference of the tank was proposed. The tank simultaneously realizes averaging of waste flow rate, chemical composition of sewage and discharge of sediment from bottom of tank and organic phase from liquid surface. The radiotracer examination of the tank flow dynamic in Mazovian Petrochemical Factory, Plock, was carried out. The 60% reduction of COD and 90% reduction of total sediment contents were obtained. The 20% rate of zone of flow stagnation in scraper region was located. The significant averaging of flow rate in the tank was observed. (author). 4 refs, 3 figs, 1 tab

  9. Measures for waste water management from recovery processing of Zhushanxia uranium deposit

    Measures for waste water management from recovery processing of Zhushanxia uranium deposit of Wengyuan Mine is analyzed, which include improving process flow, recycling process water used in uranium mill as much as possible and choosing a suitable disposing system. All these can decrease the amount of waste water, and also reduce costs of disposing waste water and harm to environment

  10. N-SINK - reduction of waste water nitrogen load

    Aalto, Sanni; Tiirola, Marja; Arvola, Lauri; Huotari, Jussi; Tulonen, Tiina; Rissanen, Antti; Nykänen, Hannu

    2014-05-01

    Protection of the Baltic Sea from eutrophication is one of the key topics in the European Union environmental policy. One of the main anthropogenic sources of nitrogen (N) loading into Baltic Sea are waste water treatment plants, which are currently capable in removing only 40-70% of N. European commission has obliged Finland and other Baltic states to reduce nitrate load, which would require high monetary investments on nitrate removal processes in treatment plants. In addition, forced denitrification in treatment plants would increase emissions of strong greenhouse gas N2O. In this project (LIFE12 FI/ENV/597 N-SINK) we will develop and demonstrate a novel economically feasible method for nitrogen removal using applied ecosystem services. As sediment is known to have enormous capacity to reduce nitrate to nitrogen gas through denitrification, we predict that spatial optimization of the waste water discharge would be an efficient way to reduce nitrate-based load in aquatic systems. A new sediment filtration approach, which will increase both the area and time that nitrified waste water will be in contact with the reducing microbes of the sediment, is tested. Compared to the currently implemented practice, where purified waste water is discharged though one-point outlet system, we expect that sediment filtration system will result in more efficient denitrification and decreased N load to aquatic system. We will conduct three full-scale demonstrations in the receiving water bodies of waste water treatment plants in Southern and Central Finland. The ecosystem effects of sediment filtration system will be monitored. Using the most advanced stable isotope techniques will allow us accurately measure denitrification and unfavoured DNRA (reduction of nitrite to ammonium) activity.

  11. Impact of Solid Waste Disposal on Ground Water Quality in Different Disposal Site at Jaipur, India

    Rahul Nandwana

    2014-01-01

    This research paper here to present to examine the adverse effect of dumping of solid waste at disposal site on ground water quality at various disposal site at Jaipur city, India. This effect on ground water causes due to the unsystematic or unscientific dumping of solid waste. The water, which already presents in the waste, generates with the biodegradable waste or due to the infiltration of water by rainfall. This water which generates or occurs due to that process pours in...

  12. Relative potential hazards of radioactive waste in various water systems

    The potential hazard to man arising from the hypothetical release of radioactive spent fuel waste into various water systems has been evaluated. Radionuclide transport and human exposure were simulated for six water systems: a large Northwestern river, a small Northeastern river, a small Northwestern river, a large Central Region river, a lake with no outflow in an arid region, and an aquifer discharging directly into an ocean

  13. The Determination of Bound Water in Waste Phosphatic Clay

    Andrew J. Boyd; Bjorn Birgisson; Mahir Dham

    2009-01-01

    Phosphatic clay is a by-product of phosphate strip mining, particularly in Florida, USA. This waste material occupies about 100 000 acres of land which could be utilized for other causes. Thus, its use as an alternating cementing material for the addition into the mixing matrix of cement paste and concrete to yield higher strength would be profitable for both materials involved. But the biggest drawback faced is that the phosphatic clay possesses high water holding capacity. The water is thus...

  14. Methods of industrial waste water cleaning

    Ján Brehuv; Tomislav Špaldon; Silvie Heviánková

    2005-01-01

    The issue of „acid mine water“ (or AMD) is well known in the world for some centuries. In the Eastern Slovakia, the most acid surface water occurs in the area of the old mine Smolník, which is closed and submerged for 15 years. The submitted contribution deals with the sulphateelimination at this locality. Recently, several methods of the sulphate-elimination from the mine water are applied. The best-known methods are the biological and physical-chemical oness and the chemical precipitation. ...

  15. Waste water treatment through public-private partnerships

    Carpintero, Samuel; Petersen, Ole Helby

    This paper analyses the experience of the regional government of Aragon (Spain) that has extensively used public-private partnerships for the construction and operation of waste water treatment plants. The paper argues that although overall the implementation of this PPP program might be considered...

  16. Synthesis of Hydroxytyrosyl Alkyl Ethers from Olive Oil Waste Waters

    Juan Fernández-Bolaños

    2009-05-01

    Full Text Available The preparation of a new type of derivatives of the naturally occurring antioxidant hydroxytyrosol is reported. Hydroxytyrosyl alkyl ethers were obtained in high yield by a three-step procedure starting from hydroxytyrosol isolated from olive oil waste waters. Preliminary results obtained by the Rancimat method have shown that these derivatives retain the high protective capacity of free hydroxytyrosol.

  17. Synthesis of hydroxytyrosyl alkyl ethers from olive oil waste waters

    Juan Fernández-Bolaños; Mariana Trujillo; Guillermo Rodríguez; Raquel Mateos; Gema Pereira-Caro; Andrés Madrona; Espartero, José L.

    2009-01-01

    The preparation of a new type of derivatives of the naturally occurring antioxidant hydroxytyrosol is reported. Hydroxytyrosyl alkyl ethers were obtained in high yield by a three-step procedure starting from hydroxytyrosol isolated from olive oil waste waters. Preliminary results obtained by the Rancimat method have shown that these derivatives retain the high protective capacity of free hydroxytyrosol.

  18. Synthesis of hydroxytyrosyl alkyl ethers from olive oil waste waters.

    Madrona, Andrs; Pereira-Caro, Gema; Mateos, Raquel; Rodrguez, Guillermo; Trujillo, Mariana; Fernndez-Bolaos, Juan; Espartero, Jos L

    2009-01-01

    The preparation of a new type of derivatives of the naturally occurring antioxidant hydroxytyrosol is reported. Hydroxytyrosyl alkyl ethers were obtained in high yield by a three-step procedure starting from hydroxytyrosol isolated from olive oil waste waters. Preliminary results obtained by the Rancimat method have shown that these derivatives retain the high protective capacity of free hydroxytyrosol. PMID:19471196

  19. India : Municipal Financing Requirements - Water, Sewerage, and Solid Waste

    World Bank

    2010-01-01

    This report presents the main results from cost models that were developed as an input to the High Powered Expert Committee on Urban Development in order to estimate the investment, operations, and maintenance requirements for urban water, sanitation and municipal solid waste in India. The cost models are designed as tools that allow linking the various building blocks of the cost estimat...

  20. An Analysis of the Waste Water Treatment Operator Occupation.

    Clark, Anthony B.; And Others

    The occupational analysis contains a brief job description for the waste water treatment occupations of operator and maintenance mechanic and 13 detailed task statements which specify job duties (tools, equipment, materials, objects acted upon, performance knowledge, safety considerations/hazards, decisions, cues, and errors) and learning skills…

  1. An Analysis of the Waste Water Treatment Maintenance Mechanic Occupation.

    Clark, Anthony B.; And Others

    The general purpose of the occupational analysis is to provide workable, basic information dealing with the many and varied duties performed in the waste water treatment mechanics occupation. The document opens with a brief introduction followed by a job description. The bulk of the document is presented in table form. Twelve duties are broken…

  2. CYANIDE REMOVAL FROM COKE MAKING AND BLAST FURNACE WASTE WATERS

    The report gives results of a study to determine the feasibility of removing cyanide from coke making and blast furnace waste waters by ion flotation or column precipitate flotation of iron ferrocyanides. Ion flotation was reasonably effective on ferricyanide, but not on cyanide ...

  3. Deposition of waste water into deep mines

    Přikryl, Petr; Segeth, Karel; Černý, R.; Havlík, V.; Stupka, P.; Toman, J.

    1999-01-01

    Roč. 10, - (1999), s. 457-466. ISSN 1180-4009. [International Conference on Quantitative Methods for the Environmental Sciences/8./. Innsbruck, 02.08.1997-09.08.1997] R&D Projects: GA ČR GA103/96/1710 Subject RIV: DJ - Water Pollution ; Quality Impact factor: 0.516, year: 1999

  4. Waste water reuse pathways for processing tomato

    Battilani, A; Plauborg, Finn; Andersen, Mathias Neumann; Andersen, M; Schweitzer, A; Steiner, M; Sandei, L; Gola, S; Dalsgaard, A; Forslund, A; Klopmann, W; Solimando, D

      Direct or indirect water reuse involves several aspects: contamination by faecal, inorganic and xenobiotic pollutants; high levels of suspended solids and salinity; rational use of the dissolved nutrients (particularly nitrogen). The challenge is apply new strategies and technologies which allo...

  5. Solar heating and domestic hot water system installed at Kansas City, Fire Station, Kansas City, Missouri. Final report

    None

    1980-07-01

    This document is the final report of the solar energy heating and hot water system installed at the Kansas City Fire Station, Number 24, 2309 Hardesty Street, Kansas City, Missouri. The solar system was designed to provide 47 percent of the space heating, 8800 square feet area and 75 percent of the domestic hot water (DHW) load. The solar system consists of 2808 square feet of Solaron, model 2001, air, flat plate collector subsystem, a concrete box storage subsystem which contains 1428 cubic feet of 1/2 inch diameter pebbles weighing 71 1/2 tons, a DHW preheat tank, blowers, pumps, heat exchangers, air ducting, controls and associated plumbing. Two 120-gallon electric DHW heaters supply domestic hot water which is preheated by the solar system. Auxiliary space heating is provided by three electric heat pumps with electric resistance heaters and four 30-kilowatt electric unit heaters. There are six modes of system operation. This project is part of the Department of Energy PON-1 Solar Demonstration Program with DOE cost sharing $154,282 of the $174,372 solar system cost. The Final Design Review was held March 1977, the system became operational March 1979 and acceptance test was completed in September 1979.

  6. Characterization of domestic gray water from point source to determine the potential for urban residential reuse: a short review

    Edwin, Golda A.; Gopalsamy, Poyyamoli; Muthu, Nandhivarman

    2014-03-01

    This study aims to discern the domestic gray water (GW) sources that is least polluting, at the urban households of India, by examining the GW characteristics, comparing with literature data, reuse standards and suitable treatment technologies. In view of this, the quantitative and qualitative characteristics of domestic GW originating from bath, wash basin, laundry and kitchen sources are determined and compared with established standards for reuse requirements. Quality of different gray water sources is characterized with respect to the physical, chemical, biological, nutrient, ground element and heavy metal properties. The pollutant loads indicate that the diversion techniques are not suitable for household application and, therefore, treatment is necessary prior to storage and reuse. It is observed that the total volume of GW generated exceeds the reuse requirement for suggested reuse such as for flushing and gardening/irrigation. In spite of generating less volume, the kitchen source is found to be the major contributor for most of the pollutant load and, therefore, not recommended to be considered for treatment. It is concluded that treatment of GW from bathroom source alone is sufficient to meet the onsite reuse requirements and thereby significantly reduce the potable water consumption by 28.5 %. Constructed wetland systems and constructed soil filters are suggested as suitable treatment alternatives owing to its ability to treat highly variable pollutant load with lower operational and maintenance cost, which is more practical for tropical and developing countries.

  7. Attenuation of Chromium toxicity in mine waste water using water hyacinth

    Mohanty M.

    2011-12-01

    Full Text Available The mine waste water at South Kaliapani chromite mining area of Orissa (India showed high levels of toxic hexavalent chromium (Cr+6. Cr+6 contaminated mine waste water poses potential threats for biotic community in the vicinity. The current field based phytoremediation study is an in situ approach for attenuation of Cr+6 from mine waste water using water hyacinth (Eichhornia crassipes weeds by rhizofiltration method. The weeds significantly reduced (up to 54% toxic concentrations of Cr+6 from contaminated mine waste water when passed through succeeding water hyacinth ponds. The reduction of toxic chromium level varied with the plant age and passage distance of waste water. Chromium phytoaccumulation and Bio-Concentration Factor (BCF was maximum at growing stage of plant i.e. 75 days old plant. High BCF (10,924 and Transportation Index (32.09 for water hyacinth indicated that the weeds can be used as a tool of phytoremediation to combat the problem of in situ Cr contamination in mining areas.

  8. A Good Solution for Household Based on Fast Waste Water Blockage Detection

    Mohammad A. Omardin; Ahmed N. Abdalla; Mohd H. Suid; Noraziah Ahmad

    2010-01-01

    Problem statement: The waste pipes from the wash basin are always flow in with several waste form kitchen preparation. Due to time consideration the pipe may comes through blockage and need blockage maintenance. Approach: This study presented an invention for early warning blockage detection for a kitchen waste water drain pipe. The waste water pipe some be connected through vertical pipe runs which are usually embedded in the wall. The Fast Waste Water Blockage Detection (FWABET) is to creat...

  9. Performance characterization of water recovery and water quality from chemical/organic waste products

    Moses, W. M.; Rogers, T. D.; Chowdhury, H.; Cullingford, H. S.

    1989-01-01

    The water reclamation subsystems currently being evaluated for the Space Shuttle Freedom are briefly reviewed with emphasis on a waste water management system capable of processing wastes containing high concentrations of organic/inorganic materials. The process combines low temperature/pressure to vaporize water with high temperature catalytic oxidation to decompose volatile organics. The reclaimed water is of potable quality and has high potential for maintenance under sterile conditions. Results from preliminary experiments and modifications in process and equipment required to control reliability and repeatability of system operation are presented.

  10. Potential of solar domestic hot water systems in rural areas for greenhouse gas emission reduction in Poland

    Skowronski, Pawel; Wisniewski, Grzegorz

    1996-01-01

    Application of solar energy for preparing domestic hot water is one of the easiest methods of utilization of this energy. At least part of the needs for warm tap water could be covered by solar systems. At present, mainly coal is used for water heating at dwellings in rural areas in Poland. Warm tap water consumption will increase significantly in the future as standards of living are improved. This can result in the growth of electricity use and an increase in primary fuel consumption. Present and future methods of warm sanitary water generation in rural areas in Poland is discussed, and associated greenhouse gas (GHG) emissions are estimated. It is predicted that the emission of CO2 and NO x will increase. The emission of CO and CH4 will decrease because of changes in the structure of the final energy carriers used. The economic and market potentials of solar energy for preparing warm water in rural areas are discussed. It is estimated that solar systems can meet 30% 45% of the energy demand for warm water generation in rural areas at a reasonable cost, with a corresponding CO2 emission reduction. The rate of realization of the economic potential of solar water heaters depends on subsidies for the installation of equipment.

  11. Lessons Learned for Construction and Waste Water Management at Radioactive Waste Closure Site

    Environmental remediation of three different radioactive waste closure sites each required exhaustive characterization and evaluation of sampling and analytical information in resolving regulatory and technical issues that impact cleanup activities. One of the many regulatory and technical issues shared by all three and impacting the cleanup activities is the compliant management and discharge of waste waters generated and resulting from the remediation activities. Multiple options were available for each closure site in resolving waste water management challenges depending upon the base regulatory framework defined for the cleanup or closure of the site. These options are typically regulated by the federal Clean Water Act (CWA), with exemptions available under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) and the Superfund Amendments and Reauthorization Act of 1986 (SARA) or Memorandum of Understanding (MOU) between regulatory agencies. In general, all parties must demonstrate equivalent compliance when concerns related to the protection of the general public and the environment. As such, all options for management of waste water resulting from closure activities must demonstrate compliance to or equivalent actions under the CWA. The CWA provides for the National Pollution Discharge Elimination System (NPDES) that is typically maintained by individual states through permitting process to generators, public utilities, and more recently, construction sites. Of the three sites, different compliance strategies were employed for each. The approach for the Columbus Closure Project (CCP) was to initiate full scale compliance to the Ohio EPA General Construction Permit No. OHC000002. The CCP provided Notice of Intent (NOI) to the Ohio EPA to discharge under the general permit according to the regulator approved Storm Water Pollution Prevention Plan. For the second site, the Li Tungsten Superfund Site in Glen Cove, New York, the option was to manage and discharge waste water under a due diligence process to New York State General Permit No. GP-02-01. For the third site, the Middlesex Sampling Plant in Middlesex, New Jersey, the options was to manage and discharge waste water to the Publicly Owned Treatment Works (POTW). Each option has resulted in a safe, cost-effective, and compliant approach to managing discharging waste waters from the site closure activities. (authors)

  12. Methods of industrial waste water cleaning

    Ján Brehuv

    2005-11-01

    Full Text Available The issue of „acid mine water“ (or AMD is well known in the world for some centuries. In the Eastern Slovakia, the most acid surface water occurs in the area of the old mine Smolník, which is closed and submerged for 15 years. The submitted contribution deals with the sulphateelimination at this locality. Recently, several methods of the sulphate-elimination from the mine water are applied. The best-known methods are the biological and physical-chemical oness and the chemical precipitation. The method described in this contribution deals with the chemical precipitation by polyaluminium chloride and calcium hydrate. By appliying of this method, very interesting results were obtained. The amount of SO42- anions decreased to almost zero-value, using optimal doses of the chemical reagents.

  13. Provision of safe domestic water for the promotion and protection of public health: a case study of the city of Beirut, Lebanon.

    Korfali, Samira Ibrahim; Jurdi, Mey

    2009-04-01

    Securing adequate safe drinking water and proper sanitation is a major challenge facing the developing world. The "Water for Life Decade" emphasizes the importance of upgrading national water quality and sanitation services. This study assessed the domestic water profile in the city of Beirut. Samples were collected from three types of household water sources (municipality, private wells, and vended water bottles) and assessed for their physiochemical and microbiological profile. At the same time, a cross-sectional survey assessing water consumption patterns and the prevalence of water-borne diseases was conducted. The results showed a deficient water quality profile in all three water sources. The measured physiochemical and bacteriological parameters reflected the high frequency of water-borne diseases. Action to secure a safe domestic water supply is essential. The plan should guarantee the protection of water sources, ensure sufficient treatment of domestic water and upgrade the national program for potable water quality control. Periodic quality monitoring and legislating the chaotic water-vending sector are indispensable. Additionally, the deterioration of private well sources by sea and wastewater infiltration necessitates the enforcement of legislation associated with the use and management of private wells. Consumer awareness and active contributions to promote and protect public health are important. PMID:18958397

  14. Process for treating waste water having low concentrations of metallic contaminants

    Looney, Brian B; Millings, Margaret R; Nichols, Ralph L; Payne, William L

    2014-12-16

    A process for treating waste water having a low level of metallic contaminants by reducing the toxicity level of metallic contaminants to an acceptable level and subsequently discharging the treated waste water into the environment without removing the treated contaminants.

  15. The logistics of domestic, agricultural and industrial wastes - 1999 synthesis; La logistique des dechets menagers, agricoles et industriels - Synthese 1999

    NONE

    1999-12-01

    A consistent policy of waste management cannot be limited to the organization of waste collection, to the building of processing and recycling plants and to the installation of technical disposal centres, but it must take into account also the questions relative to the logistics and to the transportation of wastes. This documents provides some statistical, economical, legal, technical and environmental information about this point in order to ensure the global efficiency of a waste management system. (J.S.)

  16. Chelating water-soluble polymers for waste minimization

    Within the DOE complex and in industry there is a tremendous need for advanced metal ion recovery and waste minimization techniques. This project sought to employ capabilities for ligand-design and separations chemistry in which one can develop and evaluate water- soluble chelating polymers for recovering actinides and toxic metals from various process streams. Focus of this work was (1) to develop and select a set of water-soluble polymers suitable for a selected waste stream and (2) demonstrate this technology in 2 areas: removal of (a) actinides and toxic RCRA metals from waste water and (b) recovery of Cu and other precious metals from industrial process streams including from solid catalysts and aqueous waste streams. The R ampersand D was done in 4 phases for each of the 2 target areas: polymer synthesis for scaleup, equipment assembly, process demonstration at a DOE or industrial site, and advanced ligand/polymer synthesis. The TA- 50 site at Los Alamos was thought to be appropriate due to logistics and to its being representative of similar problems throughout the DOE complex

  17. Heavy water wastes purification from tritium by CECE process

    Alekseev, I.A.; Bondarenko, S.D.; Fedorchenko, O.A.; Vasyanina, T.V.; Konoplev, K.A.; Arkhipov, E.A. [Petersburg Nuclear Physics Institute, Leningrad (Russian Federation); Uborsky, V.V. [JSC ' DOL' , Moscow (Russian Federation)

    2007-07-01

    Future fusion reactors require Isotope Separation System for tritium extracting mainly from light water. Nuclear reactors moderated by heavy water also require upgrading facility to maintain deuterium concentration in water and facility for tritium recovery. The problems of tritium removal from heavy and light water and upgrading of tritiated heavy water wastes are issue of the day as before. To date the combined electrolysis catalytic exchange (CECE) process utilizing wetproofed catalyst is the most attractive one for extracting tritium from water due to its high separation factors and near-ambient operating conditions. The experimental industrial plant has been built in PNPI for the development of the CECE technology for hydrogen isotope separation. The process uses a LPCE column and electrolysis cells to convert water to hydrogen. The plant has been in operation about 10 years. In parallel with a development of CECE process for hydrogen isotope separation the plant is used for reprocessing tritium heavy water waste. Processing waste with the content of {proportional_to} 47 % of heavy hydrogen and 108 Bq/kg of tritium, the plant produces 99.85-99.995% heavy water and deuterium gas for science and industry. Owing to industrial demands for heavy water with reduced tritium content, the plant was modified and additional equipment and procedures were put in place to operate in the detritiation mode. After prolonged operation campaigns it was decided to update the plant with an additional separation column connected with existing equipment. Now the main parts of plant are two 100-diameter exchange columns of 7.5 m and 6.9 m overall height correspondingly, alkaline electrolytic cells. The columns are filled with alternating layers of wetproofed catalyst developed by Mendeleev University and stainless steel spiral-prismatic packing. The first column consists of five separation sections connected through a distributor of liquid, the second column consists of three separation sections. In operation of the updated plant in different modes, we have achieved detritiation factor 5000 at product rate 4.7 kg per day, and detritiation factor 330 at product rate 15 kg per day. The values of height equivalent to a theoretical plate (HETP) were below 20 cm at a temperature of 345 K and a pressure of 0.21 MPa. The new LPCE column demonstrates very high separation efficiency. Prolonged testing of the plant operating at various modes adduces evidence of industrial practicability of CECE process. This process can be used for tritium and protium removal from reactor heavy water. The paper describes some results of research and development of heavy water wastes purification from tritium. (orig.)

  18. Heavy water wastes purification from tritium by CECE process

    Future fusion reactors require Isotope Separation System for tritium extracting mainly from light water. Nuclear reactors moderated by heavy water also require upgrading facility to maintain deuterium concentration in water and facility for tritium recovery. The problems of tritium removal from heavy and light water and upgrading of tritiated heavy water wastes are issue of the day as before. To date the combined electrolysis catalytic exchange (CECE) process utilizing wetproofed catalyst is the most attractive one for extracting tritium from water due to its high separation factors and near-ambient operating conditions. The experimental industrial plant has been built in PNPI for the development of the CECE technology for hydrogen isotope separation. The process uses a LPCE column and electrolysis cells to convert water to hydrogen. The plant has been in operation about 10 years. In parallel with a development of CECE process for hydrogen isotope separation the plant is used for reprocessing tritium heavy water waste. Processing waste with the content of ∝ 47 % of heavy hydrogen and 108 Bq/kg of tritium, the plant produces 99.85-99.995% heavy water and deuterium gas for science and industry. Owing to industrial demands for heavy water with reduced tritium content, the plant was modified and additional equipment and procedures were put in place to operate in the detritiation mode. After prolonged operation campaigns it was decided to update the plant with an additional separation column connected with existing equipment. Now the main parts of plant are two 100-diameter exchange columns of 7.5 m and 6.9 m overall height correspondingly, alkaline electrolytic cells. The columns are filled with alternating layers of wetproofed catalyst developed by Mendeleev University and stainless steel spiral-prismatic packing. The first column consists of five separation sections connected through a distributor of liquid, the second column consists of three separation sections. In operation of the updated plant in different modes, we have achieved detritiation factor 5000 at product rate 4.7 kg per day, and detritiation factor 330 at product rate 15 kg per day. The values of height equivalent to a theoretical plate (HETP) were below 20 cm at a temperature of 345 K and a pressure of 0.21 MPa. The new LPCE column demonstrates very high separation efficiency. Prolonged testing of the plant operating at various modes adduces evidence of industrial practicability of CECE process. This process can be used for tritium and protium removal from reactor heavy water. The paper describes some results of research and development of heavy water wastes purification from tritium. (orig.)

  19. Ground water monitoring waste water management - a risk based approach

    The Weldon Spring Site Remedial Action Project (WSSRAP), a twelve year, $400 million remedial action project sponsored by the U.S. Department of Energy, has installed numerous ground water monitoring wells over the past several years which it routinely samples. The problem of disposal of water removed during well development and purging prior to sampling was recently identified. Numerous alternatives were evaluated and a solution formulated. The solution consists of classifying the water using risk-based criteria and handling the two classes of water as appropriate using the facilities currently available. The approach presented in this manuscript is currently being reviewed by the Environmental Protection Agency and the State of Missouri. The methods and concepts used in developing this process may be applicable to other sites

  20. The Future of Water in African Cities : Why Waste Water?

    Jacobsen, Michael; Webster, Michael; Vairavamoorthy, Kalanithy

    2012-01-01

    The overall goal of this book is to change the way urban policy makers think about urban water management, planning, and project design in Africa. African cities are growing quickly, and their current water management systems cannot keep up with growing demand. It will take a concerted effort on the part of decision makers across sectors and institutions to find a way to provide sustainabl...