WorldWideScience

Sample records for water supply systems

  1. Public Water Supply Systems (PWS)

    Data.gov (United States)

    Kansas Data Access and Support Center — This dataset includes boundaries for most public water supply systems (PWS) in Kansas (525 municipalities, 289 rural water districts and 13 public wholesale water...

  2. Water Supply Infrastructure System Surety

    Energy Technology Data Exchange (ETDEWEB)

    EKMAN,MARK E.; ISBELL,DARYL

    2000-01-06

    The executive branch of the United States government has acknowledged and identified threats to the water supply infrastructure of the United States. These threats include contamination of the water supply, aging infrastructure components, and malicious attack. Government recognition of the importance of providing safe, secure, and reliable water supplies has a historical precedence in the water works of the ancient Romans, who recognized the same basic threats to their water supply infrastructure the United States acknowledges today. System surety is the philosophy of ''designing for threats, planning for failure, and managing for success'' in system design and implementation. System surety is an alternative to traditional compliance-based approaches to safety, security, and reliability. Four types of surety are recognized: reactive surety; proactive surety, preventative surety; and fundamental, inherent surety. The five steps of the system surety approach can be used to establish the type of surety needed for the water infrastructure and the methods used to realize a sure water infrastructure. The benefit to the water industry of using the system surety approach to infrastructure design and assessment is a proactive approach to safety, security, and reliability for water transmission, treatment, distribution, and wastewater collection and treatment.

  3. WATER SUPPLY SYSTEMS OPERATIONAL PROGNOSIS

    Directory of Open Access Journals (Sweden)

    Bruno Santos Vieira

    2016-12-01

    Full Text Available The actions planning to minimize risks and ensure the effectiveness of water supply systems requires the use of appropriate forecasting models. In fact, forecasting the behavior and analysis of future scenarios can be supported with the use of techniques and simulation models. In this article, we propose a procedure to simulate the actions of decision-makers in planning the operation of this system type in order to obtain an operating and financial prognosis that consider dynamic influences. The applicability of the proposed procedure is demonstrated through an urban systems planning problem of water supply. As a result we obtained a system costs distribution odds, which improves decision making in the context of the analyzed system. Additionally, the proposed procedure is applicable to other types of complex systems subject to dynamic influences.

  4. Artesian water supply control system in transient conditions

    Directory of Open Access Journals (Sweden)

    Костянтин Олегович Буравченко

    2016-06-01

    Full Text Available The paper describes an artesian water supply control system in the transition mode. The control system searches for the optimal performance trajectory of the water supply on the basis of a maximum return with a view to the fastest mode of stabilization. The analysis of artesian water supply control systems in transition mode and methods of improvement was conducted

  5. Microflora of drinking water distributed through decentralized supply systems (Tomsk)

    Science.gov (United States)

    Khvaschevskaya, A. A.; Nalivaiko, N. G.; Shestakova, A. V.

    2016-03-01

    The paper considers microbiological quality of waters from decentralized water supply systems in Tomsk. It has been proved that there are numerous microbial contaminants of different types. The authors claim that the water distributed through decentralized supply systems is not safe to drink without preliminary treatment.

  6. Optimal Dispatching of Large-scale Water Supply System

    Institute of Scientific and Technical Information of China (English)

    2003-01-01

    This paper deals with the use of optimal control techniques in large-scale water distribution networks. According to the network characteristics and actual state of the water supply system in China, the implicit model, which may be solved by utilizing the hierarchical optimization method, is established. In special, based on the analyses of the water supply system containing variable-speed pumps, a software tool has been developed successfully. The application of this model to the city of Shenyang (China) is compared to experiential strategy. The results of this study show that the developed model is a very promising optimization method to control the large-scale water supply systems.

  7. An Integrated Framework for Assessment of Hybrid Water Supply Systems

    Directory of Open Access Journals (Sweden)

    Mukta Sapkota

    2015-12-01

    Full Text Available Urban water managers around the world are adopting decentralized water supply systems, often in combination with centralized systems. While increasing demand for water arising from population growth is one of the primary reasons for this increased adoption of alternative technologies, factors such as climate change, increased frequency of extreme weather events and rapid urbanization also contribute to an increased rate of adoption of these technologies. This combination of centralized-decentralized water systems approach is referred to as “hybrid water supply systems” and is based on the premise that the provision of alternative water sources at local scales can both extend the capacity of existing centralized water supply infrastructures, and improve resilience to variable climatic conditions. It is important to understand, however, that decentralized water production and reuse may change the flow and composition of wastewater and stormwater, thereby potentially also having negative impacts on its effectiveness and performance. This paper describes a framework to assess the interactions between decentralized water supply systems and existing centralized water servicing approaches using several analytical tools, including water balance modelling, contaminant balance modelling and multi-criteria decision analysis. The framework enables the evaluation of impacts due to change in quantity and quality of wastewater and stormwater on the existing centralized system arising from the implementation of hybrid water supply systems. The framework consists of two parts: (1 Physical system analysis for various potential scenarios and (2 Ranking of Scenarios. This paper includes the demonstration of the first part of the framework for an area of Melbourne, Australia by comparing centralized water supply scenario with a combination of centralized water supply and reuse of treated waste water supply scenario.

  8. Conducting Sanitary Surveys of Water Supply Systems. Student Workbook.

    Science.gov (United States)

    1976

    This workbook is utilized in connection with a 40-hour course on sanitary surveys of water supply systems for biologists, chemists, and engineers with experience as a water supply evaluator. Practical training is provided in each of the 21 self-contained modules. Each module outlines the purpose, objectives and content for that section. The course…

  9. Development of city water supply net information system

    Institute of Scientific and Technical Information of China (English)

    CHENJing; GUOShiquan; LUJun

    2003-01-01

    Through analyzing the present conditions of water supply networks technical administration files in Chongqing, this paper points out the significance and urgency for exploiting advanced water supply networks information system. It also gives the concept of GIS and some suggestions for the exploitation.

  10. Method of Distinguishing Hydrologic Drought for Water Supply System

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    It is very common to design water supply system to adjust runoff. Thus it will not meet the practical needs if only the hydrologic drought in natural basin is studied. In practice the natural water balance and water deficits must be researched, i. e., the adjusting effects of the water supply system such as a reservoir should be considered, and the drought event be distinguished according to the special system. The problem of drought identification under adjusted runoff was investigated in this study. By considering water transfer during different periods, a method to distinguish hydrologic drought for the water supply system was developed, and a standard drought severity index SWDSI was proposed. The method has been applied in Pan Jiakou water supply system in China. From 1953 to 1997, a total of 14 hydrologic droughts were identified in the water supply system, among which there were 3 severe droughts, 6 moderate droughts and 5 light droughts. The results are in good agreement with the historic drought records.

  11. STANDARDIZED COSTS FOR WATER SUPPLY DISTRIBUTION SYSTEMS

    Science.gov (United States)

    Presented within the report are cost data for construction and operation/maintenance of domestic water distribution and transmission pipelines, domestic water pumping stations, and domestic water storage reservoirs. To allow comparison of new construction with rehabilitation of e...

  12. Drought risk and vulnerability in water supply systems.

    OpenAIRE

    Garrote de Marcos, Luis; Cubillo, Francisco

    2008-01-01

    This paper provides an overview of the challenges presented to the managers of water supply systems by drought and water scarcity. Risk assessment is an essential tool for the diagnostic of water scarcity in this type of systems. The evaluation of the risk of water shortage is performed with the use of complex mathematical models. Different alternatives to address the problem are presented, covering a range of methodological approaches. The actions adopted to prevent or mitigate the effects o...

  13. Advanced control of a water supply system: a case study

    NARCIS (Netherlands)

    Bakker, M.; Rajewicz, T.; Kien, H.; Vreeburg, J.H.G.; Rietveld, L.C.

    2014-01-01

    Conventional automatic production flow control and pump pressure control of water supply systems are robust and simple: production flow is controlled based on the level in the clear water reservoir and pump pressure is controlled on a static set-point. Recently, more advanced computer-based control

  14. Monitoring water supply systems for anomaly detection and response

    NARCIS (Netherlands)

    Bakker, M.; Lapikas, T.; Tangena, B.H.; Vreeburg, J.H.G.

    2012-01-01

    Water supply systems are vulnerable to damage caused by unintended or intended human actions, or due to aging of the system. In order to minimize the damages and the inconvenience for the customers, a software tool was developed to detect anomalies at an early stage, and to support the responsible s

  15. Water supply system decision making using multicriteria analysis

    African Journals Online (AJOL)

    2005-07-04

    Jul 4, 2005 ... managing urban water supply systems, for example, a shortage of resources available to ... which can be used according to the type of problem, such as choice-based, ranking- .... g(b) and g(a)), in other words, size of larger scale, where max corresponds to the ... ing that a dominance hypothesis is justified.

  16. Robust optimization methodologies for water supply systems design

    Directory of Open Access Journals (Sweden)

    J. Marques

    2012-08-01

    Full Text Available Water supply systems (WSSs are vital infrastructures for the well-being of people today. To achieve good customer satisfaction the water supply service must always be able to meet people's needs, in terms of both quantity and quality. But unpredictable extreme conditions can cause severe damage to WSSs and lead to poorer levels of service or even to their failure. Operators dealing with a system's day-to-day operation know that events like burst water mains can compromise the functioning of all or part of a system. To increase a system's reliability, therefore, designs should take into account operating conditions other than normal ones. Recent approaches based on robust optimization can be used to solve optimization problems which involve uncertainty and can find designs which are able to cope with a range of operating conditions. This paper presents a robust optimization model for the optimal design of water supply systems operating under different circumstances. The model presented here uses a hydraulic simulator linked to an optimizer based on a simulated annealing heuristic. The results show that robustness can be included in several ways for varying levels reliability and that it leads to more reliable designs for only small cost increases.

  17. AUTOMATION OF THE RESIDENTIAL BUILDING WATER SUPPLY SYSTEM PUMPING STATION

    OpenAIRE

    A. M. Kulia

    2016-01-01

    Essence of process of water-supply of apartment dwelling house is considered. The existent state over of automation of the pumping stations is brought. The task of development of the effective system of automatic control is put by them. Possibility of decision of task is shown by the use in the system of frequency transformer that feeds the electrodrives of pumps, and also due to perfection of algorithms of the pumps rotation frequency adjusting and logical management of their switching a seq...

  18. Leaks in the internal water supply piping systems

    Directory of Open Access Journals (Sweden)

    Orlov Evgeniy Vladimirovich

    2015-03-01

    Full Text Available Great water losses in the internal plumbing of a building lead to the waste of money for a fence, purification and supply of water volumes in excess. This does not support the concept of water conservation and resource saving lying today in the basis of any building’s construction having plumbing. Leakage means unplanned of water losses systems in domestic water supply systems (hot or cold as a result of impaired integrity, complicating the operation of a system and leading to high costs of repair and equipment restoration. A large number of leaks occur in old buildings, where the regulatory service life of pipelines has come to an end, and the scheduled repair for some reason has not been conducted. Steel pipelines are used in the systems without any protection from corrosion and they get out of order. Leakages in new houses are also not uncommon. They usually occur as a result of low-quality adjustment of the system by workers. It also important to note the absence of certain skills of plumbers, who don’t conduct the inspections of in-house systems in time. Sometimes also the residents themselves forget to keep their pipeline systems and water fittings in their apartment in good condition. Plumbers are not systematically invited for preventive examinations to detect possible leaks in the domestic plumbing. The amount of unproductive losses increases while simultaneous use of valve tenants, and at the increase of the number of residents in the building. Water leaks in the system depend on the amount of water system piping damages, and damages of other elements, for example, water valves, connections, etc. The pressure in the leak area also plays an important role.

  19. Modeling integrated water user decisions in intermittent supply systems

    Science.gov (United States)

    Rosenberg, David E.; Tarawneh, Tarek; Abdel-Khaleq, Rania; Lund, Jay R.

    2007-07-01

    We apply systems analysis to estimate household water use in an intermittent supply system considering numerous interdependent water user behaviors. Some 39 household actions include conservation; improving local storage or water quality; and accessing sources having variable costs, availabilities, reliabilities, and qualities. A stochastic optimization program with recourse decisions identifies the infrastructure investments and short-term coping actions a customer can adopt to cost-effectively respond to a probability distribution of piped water availability. Monte Carlo simulations show effects for a population of customers. Model calibration reproduces the distribution of billed residential water use in Amman, Jordan. Parametric analyses suggest economic and demand responses to increased availability and alternative pricing. It also suggests potential market penetration for conservation actions, associated water savings, and subsidies to entice further adoption. We discuss new insights to size, target, and finance conservation.

  20. Defining regulatory requirements for water supply systems in Vietnam

    Directory of Open Access Journals (Sweden)

    Deryushev Leonid Georgiyevich

    2014-01-01

    Full Text Available In the article the authors offer their suggestions for improving the reliability of the standardization requirements for water supply facilities in Vietnam, as an analog of building regulations of Russia 31.13330.2012. In Russia and other advanced countries the reliability of the designed water supply systems is usual to assess quantitatively. Guidelines on the reliability assessment of water supply systems and facilities have been offered by many researchers, but these proposals are not officially approved. Some methods for assessing the reliability of water supply facilities are informally used in practice when describing their quality. These evaluation methods are simple and useful. However, the given estimations defy common sense and regulatory requirements used by all the organizations, ministries and departments, for example, of Russia, in the process of allowances for restoration and repair of water supply facilities. Inadequacy of the water supply facilities assessment is shown on the example of assessing the reliability of pipeline system. If we take MTBF of specific length of the pipeline as reliability index for a pipeline system, for example, 5 km, a pipeline of the similar gauge, material and working conditions with the length of 5 m, according to the estimation on the basis of non-official approach, must have a value of MTBF 1000 times greater than with the length of 5 km. This conclusion runs counter to common sense, for the reason that all the pipes in the area of 5 km are identical, have the same load and rate of wear (corrosion, fouling, deformation, etc.. It was theoretically and practically proved that products of the same type in the same operating conditions (excluding determined impact of a person, work as an entity, which MTBF is equal to the average lifetime. It is proposed to take the average service life as a reliability indicator of a pipeline. Durability, but not failsafety of the pipe guarantees pipeline functioning

  1. Effects of rainwater harvesting on centralized urban water supply systems

    DEFF Research Database (Denmark)

    Grandet, C.; Binning, Philip John; Mikkelsen, Peter Steen

    2010-01-01

    The potential effect of widespread rainwater harvesting practices on mains water demand and quality management are investigated for three different types of urban areas characterized by different roof area to water demand ratios. Two rainfall patterns are considered with similar average annual de...... if they enable the deferment of requirements for new mains water infrastructure.......The potential effect of widespread rainwater harvesting practices on mains water demand and quality management are investigated for three different types of urban areas characterized by different roof area to water demand ratios. Two rainfall patterns are considered with similar average annual...... depths but very different temporal distributions. Supply reliability and the extent of reliance on the public distribution system are identified as suitable performance indicators for mains water infrastructure. A uniform temporal distribution of rainfall in an oceanic climate like that of Dinard...

  2. Performance of constructed wetland system for public water supply.

    Science.gov (United States)

    Elias, J M; Salati Filho, E; Salati, E

    2001-01-01

    The project is being conducted in the town of Analândia, São Paulo, Brazil. The constructed wetlands system for water supply consists of a channel with floating aquatic macrophytes, HDS system (Water Decontamination with Soil-Patent PI 850.3030), chlorinating system, filtering system and distribution. The project objectives include investigating the process variables to further optimize design and operation factors, evaluating the relation of nutrients and plants development, biomass production, shoot development, nutrient cycling and total and fecal coliforms removal, comparing the treatment efficiency among the seasons of the year; and moreover to compare the average values obtained between February and June 1998 (Salati et al., 1998) with the average obtained for the same parameters between March and June 2000. Studies have been developed in order to verify during one year the drinking quality of the water for the following parameters: turbidity, color, pH, dissolved oxygen, total of dissolved solids, COD, chloride, among others, according to the Ministry of Health's Regulation 36. This system of water supply projected to treat 15 L s(-1) has been in continuous operation for 2 years, it was implemented with support of the National Environment Fund (FNMA), administered by the Center of Environmental Studies (CEA-UNESP), while the technical supervision and design were performed by the Institute of Applied Ecology. The actual research project is being supported by FAPESP.

  3. AUTOMATION OF THE RESIDENTIAL BUILDING WATER SUPPLY SYSTEM PUMPING STATION

    Directory of Open Access Journals (Sweden)

    A. M. Kulia

    2016-08-01

    Full Text Available Essence of process of water-supply of apartment dwelling house is considered. The existent state over of automation of the pumping stations is brought. The task of development of the effective system of automatic control is put by them. Possibility of decision of task is shown by the use in the system of frequency transformer that feeds the electrodrives of pumps, and also due to perfection of algorithms of the pumps rotation frequency adjusting and logical management of their switching a sequence. The practical value of the use of the system is to increase dynamic.

  4. Barcelona's water supply, 1867–1967 : the transition to a modern system

    OpenAIRE

    Guàrdia Bassols, Manuel; Rosselló i Nicolau, Maribel; Garriga Bosch, Sergi

    2013-01-01

    Barcelona's water supply since 14th century to 1867, the Eixample's water supply problem the development of modern water supply since 1867 to 1967 the new sanitation system impact on water consumption water's slow entry into the domestic sphere from post-war restrictions to widespread water consumption. Peer Reviewed

  5. Flood risk assessment of fresh water supply systems

    Science.gov (United States)

    Arrighi, Chiara; Tarani, Fabio; Vicario, Enrico; Castelli, Fabio

    2017-04-01

    Flooding is a common hazard causing damages to people, buildings and infrastructures. Often located in low-lying areas or nearby rivers, water utilities are particularly vulnerable to flooding. Water and debris can inundate the facility, thereby damaging equipment and causing power outages. Such impacts can lead to costly repairs, disruptions of service, hazardous situations for personnel and public health advisories. While flood damage evaluation to buildings and their contents is becoming increasingly available, the quantification of impact on critical infrastructures is less common. In this work, we present the flood risk assessment of a fresh water supply system considering the hazard of a riverine flooding and exposure and vulnerability of the system components (i.e. pipes, junctions, lifting stations etc.). The evaluation of flood impact on the aqueduct network is carried out for flood scenarios with assigned recurrence intervals. Vulnerable elements exposed to the flood are identified and analysed in order to determine their residual functionality. Above a selected threshold, the affected elements are considered as failed. The water distribution piping system is modelled through a model based on EPANET designed so as to implement Pressure-Driven Demand (PDD), which is more appropriate when modelling water distribution networks with a high number of offline nodes. Results of piping system model affected by the flood are then compared in a QGIS environment with flood depth to identify the location of service outages and potential risk of contamination. The application to the water supply system of the city of Florence (Italy), serving approximately 385000 inhabitants through 900 km of piping is presented and discussed.

  6. The Challenge of Providing Safe Water with an Intermittently Supplied Piped Water Distribution System

    Science.gov (United States)

    Kumpel, E.; Nelson, K. L.

    2012-12-01

    An increasing number of urban residents in low- and middle-income countries have access to piped water; however, this water is often not available continuously. 84% of reporting utilities in low-income countries provide piped water for fewer than 24 hours per day (van den Berg and Danilenko, 2010), while no major city in India has continuous piped water supply. Intermittent water supply leaves pipes vulnerable to contamination and forces households to store water or rely on alternative unsafe sources, posing a health threat to consumers. In these systems, pipes are empty for long periods of time and experience low or negative pressure even when water is being supplied, leaving them susceptible to intrusion from sewage, soil, or groundwater. Households with a non-continuous supply must collect and store water, presenting more opportunities for recontamination. Upgrading to a continuous water supply, while an obvious solution to these challenges, is currently out of reach for many resource-constrained utilities. Despite its widespread prevalence, there are few data on the mechanisms causing contamination in an intermittent supply and the frequency with which it occurs. Understanding the impact of intermittent operation on water quality can lead to strategies to improve access to safe piped water for the millions of people currently served by these systems. We collected over 100 hours of continuous measurements of pressure and physico-chemical water quality indicators and tested over 1,000 grab samples for indicator bacteria over 14 months throughout the distribution system in Hubli-Dharwad, India. This data set is used to explore and explain the mechanisms influencing water quality when piped water is provided for a few hours every 3-5 days. These data indicate that contamination occurs along the distribution system as water travels from the treatment plant to reservoirs and through intermittently supplied pipes to household storage containers, while real

  7. Intrusion problematic during water supply systems' operation

    Energy Technology Data Exchange (ETDEWEB)

    Mora-Rodriguez, Jesus; Lopez-Jimenez, P. Amparo [Departamento de Ingenieria Hidraulica y Medio Ambiente, Universidad Politecnica de Valencia, Camino de Vera, s/n, 46022, Valencia (Spain); Ramos, Helena M. [Civil Engineering Department and CEHIDRO, Instituto Superior Tecnico, Technical University of Lisbon, Av. Rovisco Pais, 1049-001, Lisbon (Portugal)

    2011-07-01

    Intrusion through leaks occurrence is a phenomenon when external fluid comes into water pipe systems. This phenomenon can cause contamination problems in drinking pipe systems. Hence, this paper focuses on the entry of external fluids across small leaks during normal operation conditions. This situation is especially important in elevated points of the pipe profile. Pressure variations can origin water volume losses and intrusion of contaminants into the drinking water pipes. This work focuses in obtaining up the physical representation on a specific case intrusion in a pipe water system. The combination of two factors is required to generate this kind of intrusion in a water supply system: on one hand the existence of at least a leak in the system; on the other hand, a pressure variation could occur during the operation of the system due to consumption variation, pump start-up or shutdown. The potential of intrusion during a dynamic or transient event is here analyzed. To obtain this objective an experimental case study of pressure transient scenario is analyzed with a small leak located nearby the transient source.

  8. Vulnerability of water supply systems to cyber-physical attacks

    Science.gov (United States)

    Galelli, Stefano; Taormina, Riccardo; Tippenhauer, Nils; Salomons, Elad; Ostfeld, Avi

    2016-04-01

    The adoption of smart meters, distributed sensor networks and industrial control systems has largely improved the level of service provided by modern water supply systems. Yet, the progressive computerization exposes these critical infrastructures to cyber-physical attacks, which are generally aimed at stealing critical information (cyber-espionage) or causing service disruption (denial-of-service). Recent statistics show that water and power utilities are undergoing frequent attacks - such as the December power outage in Ukraine - , attracting the interest of operators and security agencies. Taking the security of Water Distribution Networks (WDNs) as domain of study, our work seeks to characterize the vulnerability of WDNs to cyber-physical attacks, so as to conceive adequate defense mechanisms. We extend the functionality of EPANET, which models hydraulic and water quality processes in pressurized pipe networks, to include a cyber layer vulnerable to repeated attacks. Simulation results on a medium-scale network show that several hydraulic actuators (valves and pumps, for example) can be easily attacked, causing both service disruption - i.e., water spillage and loss of pressure - and structural damages - e.g., pipes burst. Our work highlights the need for adequate countermeasures, such as attacks detection and reactive control systems.

  9. Considerations of the Skilled Manpower Needs for Water Supply Systems.

    Science.gov (United States)

    Watters, Gregor

    1981-01-01

    General methods for determining skilled labor needs for water supply and wastewater treatment plant operation as applied in Turkey are outlined along with a model program for training personnel to meet these needs. (DC)

  10. Assessment of water supply system and water quality of Lighvan village using water safety plan

    Directory of Open Access Journals (Sweden)

    Mojtaba Pourakbar

    2015-12-01

    Full Text Available Background: Continuous expansion of potable water pollution sources is one of the main concerns of water suppliers, therefore measures such as water safety plan (WSP, have been taken into account to control these sources of pollution. The aim of this study was to identify probable risks and threatening hazards to drinking water quality in Lighvan village along with assessment of bank filtration of the village. Methods: In the present study all risks and probable hazards were identified and ranked. For each of these cases, practical suggestions for removing or controlling them were given. To assess potable water quality in Lighvan village, sampling was done from different parts of the village and physicochemical parameters were measured. To assess the efficiency of bank filtration system of the village, independent t test was used to compare average values of parameters in river and treated water. Results: One of the probable sources of pollution in this study was domestic wastewater which threatens water quality. The results of this study show that bank filtration efficiency in water supply of the village is acceptable. Conclusion: Although Bank filtration imposes fewer expenses on governments, it provides suitable water for drinking and other uses. However, it should be noted that application of these systems should be done after a thorough study of water pollution level, types of water pollutants, soil properties of the area, soil percolation and system distance from pollutant sources.

  11. Failure Analysis of a Water Supply Pumping Pipeline System

    Directory of Open Access Journals (Sweden)

    Oscar Pozos-Estrada

    2016-09-01

    Full Text Available This paper describes the most important results of a theoretical, experimental and in situ investigation developed in connection with a water supply pumping pipeline failure. This incident occurred after power failure of the pumping system that caused the burst of a prestressed concrete cylinder pipe (PCCP. Subsequently, numerous hydraulic transient simulations for different scenarios and various air pockets combinations were carried out in order to fully validate the diagnostic. As a result, it was determined that small air pocket volumes located along the pipeline profile were recognized as the direct cause of the PCCP rupture. Further, a detail survey of the pipeline was performed using a combination of non-destructive technologies in order to determine if immediate intervention was required to replace PCC pipes. In addition, a hydraulic model was employed to analyze the behavior of air pockets located at high points of the pipeline.

  12. Bacteriological problems in water supply systems; Bakteriologische Probleme bei Wassersystemen

    Energy Technology Data Exchange (ETDEWEB)

    Kunz, P.

    2007-07-01

    This article takes a look at bacteriological problems in hot-water distribution system and, in particular looks at the situation concerning legionella bacteria which thrive in standing water at temperatures often encountered in domestic hot water systems. The article is based on experience gained in the analysis of over 1500 hot-water systems. Diseases caused by the inhalation of water droplets emanating from domestic hot-water systems are discussed and showers are mentioned as being a problem zone. An ecological thermal protective system is described. Problems that can be encountered in ventilation and air-conditioning systems and other potential sources are also mentioned.

  13. Evaluation and optimization of secondary water supply system renovation

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    Due to pollution in second water supply system (SWSS), nine renovation alternative plans were proposed and comprehensive evaluations of different plan based on Analytical Hierarchy Process (AHP) were presented in this paper. Comparisons of advantages and disadvantages among the plans of SWSS renovations provided solid foundation for selecting the most appropriate plan for engineering projects. In addition, a mathematical model of the optimal combination of renovation plans has been set up and software Lingo was used to solve the model. As a case study, the paper analyzed 15 buildings in Tianjin City. After simulation of the SWSS renovation system, an optimal scheme was obtained, the result of which indicates that 10 out of those 15 buildings need be renovated in priority. The renovation plans selected for each building are the ones ranked higher in the comprehensive analysis. The analysis revealed that the optimal scheme, compared with two other randomly calculated ones, increased the percentage of service population by 19.6% and 13.6% respectively, which significantly improved social and economical benefits.

  14. [Use od ozone for disinfection of ships' system of water supply contaminated by Pseudomonas aeruginosa].

    Science.gov (United States)

    Rakhmanin, Iu A; Strikalenko, T V; Mokienko, A V; Stoianova, N V; Gutsel', Iu I

    1990-11-01

    Experimental substantiation is given of the use of ozone in doses, recommended for disinfection of water and ship water supply systems infected by Pseudomonas aeruginosa. The positive effect of ozonation of water supply systems infected by Pseudomonas aeruginosa was confirmed by results of field testing on ships of the Black sea marine steam-navigation.

  15. Energy Cost Optimization in a Water Supply System Case Study

    Directory of Open Access Journals (Sweden)

    Daniel F. Moreira

    2013-01-01

    Full Text Available The majority of the life cycle costs (LCC of a pump are related to the energy spent in pumping, with the rest being related to the purchase and maintenance of the equipment. Any optimizations in the energy efficiency of the pumps result in a considerable reduction of the total operational cost. The Fátima water supply system in Portugal was analyzed in order to minimize its operational energy costs. Different pump characteristic curves were analyzed and modeled in order to achieve the most efficient operation point. To determine the best daily pumping operational scheduling pattern, genetic algorithm (GA optimization embedded in the modeling software was considered in contrast with a manual override (MO approach. The main goal was to determine which pumps and what daily scheduling allowed the best economical solution. At the end of the analysis it was possible to reduce the original daily energy costs by 43.7%. This was achieved by introducing more appropriate pumps and by intelligent programming of their operation. Given the heuristic nature of GAs, different approaches were employed and the most common errors were pinpointed, whereby this investigation can be used as a reference for similar future developments.

  16. Automated Water Supply System and Water Theft Identification Using PLC and SCADA

    Directory of Open Access Journals (Sweden)

    Prof. Anubha Panchal,

    2014-04-01

    Full Text Available In today’s world rapid growing urban residential areas, to avoid scarcity of water problems and requirements of consumers, therefore it is supposed to supply adequate water distribution networks are managed automatically. Along with this another problem in the water supply system is that public is using suction pumps to suck the water directly from the home street pipeline. The best way to improve the automation and monitoring architectures which contain a supervision and control system for the real time installation, programmable logic controllers with basic functions communication systems, standard interfaces or dedicated ones with proximity sensors, electrical drive elements, measuring devices, etc. In this project it is proposed to develop the PLC & SCADA based water monitoring and theft prevention. Control System is further coupled to SCADA unit .This paper focuses particularly to a control system for controlling and monitoring within a Water Distribution System. Process automation system based upon utilization of an industrial PLC and PC systems including all the network components represents the best way to improve the water distribution technological process.

  17. Price System for Water Supply and its Economic Impact Analysis

    Directory of Open Access Journals (Sweden)

    Jing Zhao

    2015-04-01

    Full Text Available In light of the actual economic circumstances and water price level, the CGE model to simulate the price policy for multiple water sources is modified and expanded. A water price reform plan is proposed to meet water-saving requirements and water resources allocation. The affected scale and scope for implementing the water price policy is evaluated on a quantitative basis. Research results indicate that a reasonable water price system in Tianjin in 2020 should be set up as follows: the comprehensive tap water price stands at 4$/m3, the tap water price for industrial, administrative and business service sectors is 2.4$/m3, and the tap water price for special industry and domestic use are 8.8$/m3 and 1.4$/m3 respectively. The adjusted water price will bring about tangible results to water resources allocation optimization and water conservation. Although most sectors are negatively affected to varying degrees after raising the water price, particularly the lodging and catering sectors, a 100% water price rising will produce only little impact on price index, and sectoral output and employment will not cause economic fluctuations or social instability. Water price adjustments, as long as it is reasonable, will be more positive than negative on the whole. Research outcomes will provide a scientific decision-making basis for formulating the local water price policy.

  18. Effects of Local Nitrogen Supply on Water Uptake of Bean Plants in a Split Root System

    Institute of Scientific and Technical Information of China (English)

    Shiwei Guo; Qirong Shen; Holger Brueck

    2007-01-01

    To study the effects of local nitrogen supply on water and nutrient absorption, French bean (Phaseolus vulgaris L.)plants were grown in a split root system. Five treatments supplied with different nitrogen forms were compared:homogeneous nitrate (NN) and homogenous ammonium (AA) supply, spatially separated supply of nitrate and ammonium (NA), half of the root system supplied with N-free nutrient solution, the other half with either nitrate (NO) or ammonium (AO). The results showed that 10 d after onset of treatments, root dry matter (DM) in the nitratesupplied vessels treated with NA was more than two times higher than that in the ammonium-supplied vessels.Water uptake from the nitrate-supplied vessels treated with NA was 281% higher than under ammonium supply. In treatments NO and AO, the local supply of N resulted in clearly higher root DM, and water uptake from the nitratesupplied vessels was 82% higher than in the -N vessels. However, in AO plants, water uptake from the -N nutrient solution was 129% higher than from the ammonium-supplied vessels. This indicates a compensatory effect, which resulted in almost identical rates of total water uptake of treatments AA and AO, which had comparable shoot DM and leaf area. Ammonium supply reduced potassium and magnesium absorption. Water uptake was positively correlated with N, Mg and K uptake.

  19. Arsenic occurrence in drinking water supply systems in ten municipalities in Vojvodina Region, Serbia.

    Science.gov (United States)

    Jovanovic, Dragana; Jakovljević, Branko; Rašić-Milutinović, Zorica; Paunović, Katarina; Peković, Gordana; Knezević, Tanja

    2011-02-01

    Vojvodina, a northern region of Serbia, belongs to the Pannonian Basin, whose aquifers contain high concentrations of arsenic. This study represents arsenic levels in drinking water in ten municipalities in Serbia. Around 63% of all water samples exceeded Serbian and European standards for arsenic in drinking water. Large variations in arsenic were observed among supply systems. Arsenic concentrations in public water supply systems in Vojvodina were much higher than in other countries in the Pannonian Basin.

  20. Quantitative assessment of resilience of a water supply system under rainfall reduction due to climate change

    Science.gov (United States)

    Amarasinghe, Pradeep; Liu, An; Egodawatta, Prasanna; Barnes, Paul; McGree, James; Goonetilleke, Ashantha

    2016-09-01

    A water supply system can be impacted by rainfall reduction due to climate change, thereby reducing its supply potential. This highlights the need to understand the system resilience, which refers to the ability to maintain service under various pressures (or disruptions). Currently, the concept of resilience has not yet been widely applied in managing water supply systems. This paper proposed three technical resilience indictors to assess the resilience of a water supply system. A case study analysis was undertaken of the Water Grid system of Queensland State, Australia, to showcase how the proposed indicators can be applied to assess resilience. The research outcomes confirmed that the use of resilience indicators is capable of identifying critical conditions in relation to the water supply system operation, such as the maximum allowable rainfall reduction for the system to maintain its operation without failure. Additionally, resilience indicators also provided useful insight regarding the sensitivity of the water supply system to a changing rainfall pattern in the context of climate change, which represents the system's stability when experiencing pressure. The study outcomes will help in the quantitative assessment of resilience and provide improved guidance to system operators to enhance the efficiency and reliability of a water supply system.

  1. Water Quality Study on the Hot and Cold Water Supply Systems at Vietnamese Hotels

    Directory of Open Access Journals (Sweden)

    Kanako Toyosada

    2017-04-01

    Full Text Available This study was conducted as part of the Joint Crediting Mechanism (JCM of the Japanese Ministry of Economy, Trade and Industry, and the Ministry of the Environment project’s preparation in Vietnam. Samples were taken from hot and cold water supplies from guest rooms’ faucets in 12 hotels in Hanoi city, Vietnam, and 13 hotels in Japan for comparison. A simple water quality measurement and determination of Legionella was carried out. The results showed that residual effective chlorine—which guarantees bactericidal properties—was not detected in tap water supplied in hotel rooms in Vietnam, and nitrite (an indicator of water pollution was detected in 40% of buildings. In the hotels in Japan, the prescribed residual chlorine concentration met the prescribed levels, and nitrite was not detected. Additionally, while there was no Legionella detected in the Japanese cases, it was detected in most of the Vietnamese hotels, which were found to manage the hot water storage tank at low temperatures of 40–50 °C. It was found that there were deficiencies in cold and hot water supply quality, and that there was no effective system in place for building operation maintenance and management.

  2. [Water requirements, water supply and thermoregulation in small ruminants in pasture-based husbandry systems].

    Science.gov (United States)

    Spengler, D; Strobel, H; Axt, H; Voigt, K

    2015-01-01

    Water is an essential source of life and is available to animals as free water, water content of feed, film water (e. g. dew) and metabolic water. The water requirements of small ruminants are influenced by the type of feed, climate, stage of production, type and length of the fleece or hair coat, husbandry factors and the general health of the animal. Differences in water metabolism, drinking behaviour and the efficiency of temperature regulation are further influenced by species, breed, production type, husbandry system, acclimatisation and adaptation. Small ruminants have been, and are still predominantly kept in extensive husbandry systems. They are therefore genetically and phenotypically well adapted to these conditions and possess a range of physiological and behavioural mechanisms to deal with adverse and suboptimal weather conditions. Regarding animal welfare, there is considerable debate in the discussion and assessment of what constitutes a sufficient water supply for small ruminants under different husbandry conditions, often involving differences between theoretical demands and practical experience. This publication reviews and summarises the current literature regarding water requirements, water metabolism and thermoregulatory mechanisms of small ruminants to provide the basis for an informed assessment of extensive husbandry systems in terms of compliance with animal-welfare requirements.

  3. 46 CFR 108.467 - Water supply.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 4 2010-10-01 2010-10-01 false Water supply. 108.467 Section 108.467 Shipping COAST... Fire Extinguishing Systems Foam Extinguishing Systems § 108.467 Water supply. The water supply of a foam extinguishing system must not be the water supply of the fire main system on the unit unless...

  4. Hybrid energy system evaluation in water supply system energy production: neural network approach

    Energy Technology Data Exchange (ETDEWEB)

    Goncalves, Fabio V.; Ramos, Helena M. [Civil Engineering Department, Instituto Superior Tecnico, Technical University of Lisbon, Av. Rovisco Pais, 1049-001, Lisbon (Portugal); Reis, Luisa Fernanda R. [Universidade de Sao Paulo, EESC/USP, Departamento de Hidraulica e Saneamento., Avenida do Trabalhador Saocarlense, 400, Sao Carlos-SP (Brazil)

    2010-07-01

    Water supply systems are large consumers of energy and the use of hybrid systems for green energy production is this new proposal. This work presents a computational model based on neural networks to determine the best configuration of a hybrid system to generate energy in water supply systems. In this study the energy sources to make this hybrid system can be the national power grid, micro-hydro and wind turbines. The artificial neural network is composed of six layers, trained to use data generated by a model of hybrid configuration and an economic simulator - CES. The reason for the development of an advanced model of forecasting based on neural networks is to allow rapid simulation and proper interaction with hydraulic and power model simulator - HPS. The results show that this computational model is useful as advanced decision support system in the design of configurations of hybrid power systems applied to water supply systems, improving the solutions in the development of its global energy efficiency.

  5. Hybrid energy system evaluation in water supply system energy production: neural network approach

    Directory of Open Access Journals (Sweden)

    Fabio V. Goncalves, Helena M. Ramos, Luisa Fernanda R. Reis

    2010-01-01

    Full Text Available Water supply systems are large consumers of energy and the use of hybrid systems for green energy production is this new proposal. This work presents a computational model based on neural networks to determine the best configuration of a hybrid system to generate energy in water supply systems. In this study the energy sources to make this hybrid system can be the national power grid, micro-hydro and wind turbines. The artificial neural network is composed of six layers, trained to use data generated by a model of hybrid configuration and an economic simulator – CES. The reason for the development of an advanced model of forecasting based on neural networks is to allow rapid simulation and proper interaction with hydraulic and power model simulator – HPS. The results show that this computational model is useful as advanced decision support system in the design of configurations of hybrid power systems applied to water supply systems, improving the solutions in the development of its global energy efficiency.

  6. Development of Water Supply and Billing Systems for Effective Utility Distribution

    Directory of Open Access Journals (Sweden)

    Philipa O. Idogho

    2015-09-01

    Full Text Available Safe drinking water is a strong constraint to the attainment of Millennium Development Goals by 2020. The water supply coverage of 38.3% of the total population corresponds to 45 litres per person and an average supply period of 3.5 hours daily. This further explains the degree of water-stress in Ikare. Annual non-revenue of 18.3% represented $6.2 million USD which was lost to physical water loss, thus leading to gradual increase in operation ratio value of 1.05. Chlorination water treatment is cost effective for large water scheme than ultraviolent (UV with a price index of $ 0.01 per 1m 3 of water. The predicted cost for plant with 5 million m 3 capacity. Increasing water supply coverage requires the reduction of non-revenue water and creates effective tariff system.

  7. Modelling Water Supply-Billing and Collection Systems for Effective Utility Distribution

    Directory of Open Access Journals (Sweden)

    Olotu Yahaya

    2015-07-01

    Full Text Available Safe drinking water is a strong constraint to the attainment of Millennium Development Goals by 2020. The water supply coverage of 38.3% of the total population corresponds to 45 litres per person and an average supply period of 3.5 hours daily. This further explains the degree of water-stress in Ikare. Annual non-revenue of 18.3% represented $6.2 million USD which was lost to physical water loss, thus leading to gradual increase in operation ratio value of 1.05. Chlorination water treatment is cost effective for large water scheme than ultraviolent (UV with a price index of $ 0.01 per 1m 3 of water. The predicted cost for plant with 5 million m 3 capacity. Increasing water supply coverage requires the reduction of non-revenue water and creates effective tariff system.

  8. Optimal operation of water supply systems with tanks based on genetic algorithm

    Institute of Scientific and Technical Information of China (English)

    YU Ting-chao; ZHANG Tu-qiao; LI Xun

    2005-01-01

    In view of the poor water supply system's network properties, the system's complicated network hydraulic equations were replaced by macroscopic nodal pressure model and the model of relationship between supply flow and water source head. By using pump-station pressure head and initial tank water levels as decision variables, the model of optimal allocation of water supply between pump-sources was developed. Genetic algorithm was introduced to deal with the model of optimal allocation of water supply. Methods for handling each constraint condition were put forward, and overcome the shortcoming such as premature convergence of genetic algorithm;a solving method was brought forward in which genetic algorithm was combined with simulated annealing technology and self-adaptive crossover and mutation probabilities were adopted. An application example showed the feasibility of this algorithm.

  9. Food and water supply

    Science.gov (United States)

    Popov, I. G.

    1975-01-01

    Supplying astronauts with adequate food and water on short and long-term space flights is discussed based on experiences gained in space flight. Food consumption, energy requirements, and suitability of the foodstuffs for space flight are among the factors considered. Physicochemical and biological methods of food production and regeneration of water from astronaut metabolic wastes, as well as wastes produced in a closed ecological system, or as a result of technical processes taking place in various spacecraft systems are suggested for long-term space flights.

  10. Food and water supply

    Science.gov (United States)

    Popov, I. G.

    1975-01-01

    Supplying astronauts with adequate food and water on short and long-term space flights is discussed based on experiences gained in space flight. Food consumption, energy requirements, and suitability of the foodstuffs for space flight are among the factors considered. Physicochemical and biological methods of food production and regeneration of water from astronaut metabolic wastes, as well as wastes produced in a closed ecological system, or as a result of technical processes taking place in various spacecraft systems are suggested for long-term space flights.

  11. Operating Rule Classification System of Water Supply Reservoir Based on Learning Classifier System

    Institute of Scientific and Technical Information of China (English)

    ZHANG Xian-feng; WANG Xiao-lin; YIN Zheng-jie; LI Hui-qiang

    2008-01-01

    An operating rule classification system based on lesrning classifier system (LCS), which learns through credit assignment (bucket brigade algorithm, BBA) and rule discovery (genetic algorithm, GA), is established to extract water-supply reservoir operating rules. The proposed system acquires an online identification rate of 95% for training samples and an offline rate of 85% for testing samples in a case study. The performances of the rule classification system are discussed from the rationality of the obtained rules, the impact of training samples on rule extraction, and a comparison between the rule classification system and the artificial neural network (ANN). The results indicate that the LCS is feasible and effective for the system to obtain the reservoir supply operating rules.

  12. Risk indicators for water supply systems for a drought Decision Support System in central Tuscany (Italy)

    Science.gov (United States)

    Rossi, Giuseppe; Garrote, Luis; Caporali, Enrica

    2010-05-01

    Identifying the occurrence, the extent and the magnitude of a drought can be delicate, requiring detection of depletions of supplies and increases in demand. Drought indices, particularly the meteorological ones, can describe the onset and the persistency of droughts, especially in natural systems. However they have to be used cautiously when applied to water supply systems. They show little correlation with water shortage situations, since water storage, as well as demand fluctuation, play an important role in water resources management. For that reason a more dynamic indicator relating supply and demand is required in order to identify situations when there is risk of water shortages. In water supply systems there is great variability on the natural water resources and also on the demands. These quantities can only be defined probabilistically. This great variability is faced defining some threshold values, expressed in probabilistic terms, that measure the hydrologic state of the system. They can identify specific actions in an operational context in different levels of severity, like the normal, pre-alert, alert and emergency scenarios. They can simplify the decision-making required during stressful periods and can help mitigate the impacts of drought by clearly defining the conditions requiring actions. The threshold values are defined considering the probability to satisfy a given fraction of the demand in a certain time horizon, and are calibrated through discussion with water managers. A simplified model of the water resources system is built to evaluate the threshold values and the management rules. The threshold values are validated with a long term simulation that takes into account the characteristics of the evaluated system. The levels and volumes in the different reservoirs are simulated using 20-30 years time series. The critical situations are assessed month by month in order to evaluate optimal management rules during the year and avoid conditions

  13. Water uptake and water supply

    NARCIS (Netherlands)

    Sonneveld, C.; Voogt, W.

    2009-01-01

    The water uptake and the water supply do not directly affect the mineral absorption of plants. However, many connections exist between the management of minerals and water. The most evident of those connections are following

  14. Analysis of the Possible Use of Solar Photovoltaic Energy in Urban Water Supply Systems

    Directory of Open Access Journals (Sweden)

    Bojan Đurin

    2014-05-01

    Full Text Available Because of the importance of water supply for the sustainability of urban areas, and due to the significant consumption of energy with prices increasing every day, an alternative solution for sustainable energy supply should be sought in the field of Renewable Energy Sources (RES. An innovative solution as presented in this paper has until now not been comprehensively analyzed. This work presents the solution with the application of a (Photovoltaic PV generator. The main technological features, in addition to the designing methodology and case study are presented in this paper. The critical period approach has been used for the first time for system sizing. The application of this sizing method provides a high reliability of the proposed system. The obtained results confirm the assumption that the PV generator is a promising energy sustainable solution for urban water supply systems. The service reservoir, which acts as water and energy storage for the proposed system, provides the basis for a sustainable solution of water and energy supply. In accordance with the proposed, the reliability of such system is high. This concept of energy supply operation does not generate any atmospheric emission of greenhouse gases, which contributes significantly to the reduction of the impacts of climate changes. The proposed solution and designing methodology are widely applicable and in accordance with the characteristics of the water supply system and climate.

  15. Metabolic modelling to support long term strategic decisions on water supply systems

    Science.gov (United States)

    Ciriello, Valentina; Felisa, Giada; Lauriola, Ilaria; Pomanti, Flavio; Di Federico, Vittorio

    2017-04-01

    Water resources are essential for the economic development and sustenance of anthropic activities belonging to the civil, agricultural and industrial sectors. Nevertheless, availability of water resources is not uniformly distributed in space and time. Moreover, the increasing water demand, mainly due to population growth and expansion of agricultural crops, may cause increasing water stress conditions, if combined with the effects of climate change. Under these circumstances, it is necessary to improve the resilience of water supply systems both in terms of infrastructures and environmental compliance. Metabolic modelling approaches represent a flexible tool able to provide support to decision making in the long term, based on sustainability criteria. These approaches mimic the water supply network through a set of material and energy fluxes that interact and influence each other. By analyzing these fluxes, a suite of key performance indicators is evaluated in order to identify which kind of interventions may be applied to increase the sustainability of the system. Here, we adopt these concepts to analyze the water supply network of Reggio-Emilia (Italy) which is supported by water withdrawals from both surface water and groundwater bodies. We analyze different scenarios, including possible reduction of water withdrawals from one of the different sources as a consequence of a decrease in water availability under present and future scenarios. On these basis, we identify preventive strategies for a dynamic management of the water supply system.

  16. A Modeling Tool for Evaluating Climate Change Impacts on Water Supply System

    Science.gov (United States)

    Chuang, L.; Tung, C.; Liu, T.

    2009-12-01

    Climate change may exacerbate short-term climate variability and more extreme hydrological events, and then may impact on human society and natural environment. Socioeconomic development is dependent on adequate water resources, but climate change may impact on such supply system, including available streamflow, groundwater, irrigation water demand. The purpose of this study is to apply an integrated modeling tool to assess the climate change impacts on regional water supply systems and then to propose response strategies to strengthen adaptive capacity to achieve sustainable water uses. The modeling tool integrates the functions of downscaling, weather generation, hydrological modeling, and an interface for linking system dynamics models. The Touchien river basin in Taiwan is chosen as a study area, which has a high-tech industry park. The vulnerability of the water supply system was evaluated for present and future conditions. The results demonstrated that the water supply system could meet current water demand, but might be subjected to serious water shortage due to future climate change and increasing water demand. At last, this study provides suggestions to government agency to develop better water resources management strategies to mitigate the impacts of changing climate.

  17. An Overview of Hybrid Water Supply Systems in the Context of Urban Water Management: Challenges and Opportunities

    Directory of Open Access Journals (Sweden)

    Mukta Sapkota

    2014-12-01

    Full Text Available This paper presents a critical review of the physical impacts of decentralized water supply systems on existing centralized water infrastructures. This paper highlights the combination of centralized and decentralized systems, which is referred to as hybrid water supply systems. The system is hypothesized to generate more sustainable and resilient urban water systems. The basic concept is to use decentralized water supply options such as rainwater tanks, storm water harvesting and localized wastewater treatment and reuse in combination with centralized systems. Currently the impact of hybrid water supply technologies on the operational performance of the downstream infrastructure and existing treatment processes is yet to be known. The paper identifies a number of significant research gaps related to interactions between centralized and decentralized urban water services. It indicates that an improved understanding of the interaction between these systems is expected to provide a better integration of hybrid systems by improved sewerage and drainage design, as well as facilitate operation and maintenance planning. The paper also highlights the need for a framework to better understand the interaction between different components of hybrid water supply systems.

  18. Feedback control of water supply in an NFT growing system

    NARCIS (Netherlands)

    Gieling, Th.H.; Janssen, H.J.J.; Vries, de H.C.; Loef, P.

    2001-01-01

    The paper explores a concept of irrigation control, where the supply of nutrient solution is controlled without the use of predictive uptake models but rather by the use of a direct feedback of a drain flow measurement. This concept proves to be a viable approach. Results are presented, showing the

  19. RI Mapping System for Identification of Radiological Contamination in Environmental Water Supply System

    Energy Technology Data Exchange (ETDEWEB)

    Na, Teresa W.; Ha, Jang Ho; Kim, Han Soo; Lee, Seung Hyun [Korea Atomic Energy Research Institute, Daejeon (Korea, Republic of); Na, Teresa W.; Lee, Rena [Ewha Womans Univ., Hospital, Seoul (Korea, Republic of)

    2012-03-15

    The interest of radiation protection has risen due to accidents of the Nuclear Power Plant, nuclear terrorism, and the radiological contamination in the city, In this respect, the development of environmental radiation monitoring for the radiological contaminants has been studied. In this study, the experiment for the radiological contamination in the water supply pipe line system has been simulated and preliminarily tested. The CsI(Tl)-PIN diode detectors were used and the preliminary test of radiation monitoring system was performed as multi detection system. The 2D image reconstruction algorithm was also developed for feasibility of the constructed multi-detection system.

  20. Earthquake damage scenario simulation of a water supply system in Taipei

    Science.gov (United States)

    Lin, Ji-Hao; Chen, Walter W.

    2008-10-01

    Taiwan is located in the Circum-Pacific Belt and at the junction of the Philippine Sea Plate and the Eurasian Plate. The island is squeezed over a long period of time, so the frequency of the occurrence of earthquakes is very high. Changes of terrain due to seismic forces such as fault ruptures and surface uplifts could cause extensive damage to water pipeline networks. The 921 Ji-Ji earthquake was one of the most serious disasters in recent years in Taiwan, and it indeed resulted in the most severe damage of water supply systems. The urban water supply network is very important for municipal water management in Taiwan. If the water supply systems break down, hospitals and fire stations will not have enough water to carry out the rescue work, and the results may worsen the disasters. This study took the water supply system of the West District in Taipei City as an example. First, the metro-Taipei area was split into three hundred and twenty-seven 1 km by 1 km cells. Second, the location of a simulated earthquake was determined. Third, the Peak Ground Acceleration (PGA) value of each cell was calculated by an empirical formula. Fourth, the Repair Rate (RR) of each cell was calculated based on its PGA value. Fifth, using the GIRAFFE software developed by Cornell University, the Monte Carlo simulation method was used to simulate the possible damage to the water supply system. And finally, the EPANET program developed by the US Environmental Protection Agency was applied to compute the distribution of flow volumes and water pressures of the damaged water supply system. Results of the pipeline network under different scenarios of earthquake magnitudes are shown in this study, and they provide an evaluation basis to decision makers to improve the pipeline infrastructures for fire protection after major earthquakes.

  1. Internal Corrosion Control of Water Supply Systems Code of Practice

    Science.gov (United States)

    This Code of Practice is part of a series of publications by the IWA Specialist Group on Metals and Related Substances in Drinking Water. It complements the following IWA Specialist Group publications: 1. Best Practice Guide on the Control of Lead in Drinking Water 2. Best Prac...

  2. Internal Corrosion Control of Water Supply Systems Code of Practice

    Science.gov (United States)

    This Code of Practice is part of a series of publications by the IWA Specialist Group on Metals and Related Substances in Drinking Water. It complements the following IWA Specialist Group publications: 1. Best Practice Guide on the Control of Lead in Drinking Water 2. Best Prac...

  3. Assessing the relative effects of emissions, climate means, and variability on large water supply systems

    Science.gov (United States)

    Whateley, Sarah; Brown, Casey

    2016-11-01

    Some of the greatest societal risks of climate change rise from the potential impacts to water supply. Yet prescribing adaptation policies in the near term is made difficult by the uncertainty in climate projections at relevant spatial scales and the conflating effects of uncertainties in emissions, model error, and internal variability. In this work, a new framework is implemented to explore the vulnerability of reservoir systems in the northeastern U.S. to climate change and attribute vulnerabilities to changes in mean climate, natural variability, or emission scenarios. Analysis of variance is used to explore the contributions of uncertainties to system performance. Diagnosing the relative risks to water supply will help water resource engineers better adapt to uncertain future conditions. The results indicate that uncertainty in water supply system performance can be attributed mostly to uncertainty in internal variability over policy-relevant planning horizons, and thus, adaptation efforts should focus on managing variability.

  4. Use of the water supply system of special purpose in buildings

    Directory of Open Access Journals (Sweden)

    Orlov Evgeniy Vladimirovich

    Full Text Available A water supply system of a special purpose is a necessary element in hot and cold shops of the industrial enterprises, office buildings and the medical centers, and also other rooms. The water supply systems of a special purpose, which give subsalty, sparkling water and water sated with oxygen, allow people to prevent, for example, strong dehydration of an organism, which is possible at big losses of water, especially in case of the people working in hot shops. Various elements of special drinking water supply system are given in the article, their main functions are described. Different types of the water folding devices pumping water to consumers, one of which is drinking fountain, are considered. Possible systems of water filtration, which can be established for quality improvement, are transferred. Among them the great role is played by membrane technologies and the return osmosis, which is widely applied now. Today there is a possibility of construction, both the centralized water supply system of a special purpose, and local. Besides, the least is a more preferable option taking into account capital expenditure for construction and operation, and also it can lead to solid resource-saving as a result of the electric energy saving going for water heating in heaters. Automatic machines of drinking water for a local water supply system of a special purpose have indisputable advantages. They are capable to carry out several functions at the same time, and also to distribute water to consumers. It allows placing all the necessary equipment, which will be well in harmony with the environment in their small and compact case, and will fit into any difficult interior of the room. Also they are very easily connected to the systems of an internal water supply system by means of a propylene tube that allows to change their sposition in space and to transfer to any place of the room with fast installation of equipment. Also the ecological effect was

  5. Optimal pipe size design for looped irrigation water supply system using harmony search: Saemangeum project area.

    Science.gov (United States)

    Yoo, Do Guen; Lee, Ho Min; Sadollah, Ali; Kim, Joong Hoon

    2015-01-01

    Water supply systems are mainly classified into branched and looped network systems. The main difference between these two systems is that, in a branched network system, the flow within each pipe is a known value, whereas in a looped network system, the flow in each pipe is considered an unknown value. Therefore, an analysis of a looped network system is a more complex task. This study aims to develop a technique for estimating the optimal pipe diameter for a looped agricultural irrigation water supply system using a harmony search algorithm, which is an optimization technique. This study mainly serves two purposes. The first is to develop an algorithm and a program for estimating a cost-effective pipe diameter for agricultural irrigation water supply systems using optimization techniques. The second is to validate the developed program by applying the proposed optimized cost-effective pipe diameter to an actual study region (Saemangeum project area, zone 6). The results suggest that the optimal design program, which applies an optimization theory and enhances user convenience, can be effectively applied for the real systems of a looped agricultural irrigation water supply.

  6. Optimal Pipe Size Design for Looped Irrigation Water Supply System Using Harmony Search: Saemangeum Project Area

    Directory of Open Access Journals (Sweden)

    Do Guen Yoo

    2015-01-01

    Full Text Available Water supply systems are mainly classified into branched and looped network systems. The main difference between these two systems is that, in a branched network system, the flow within each pipe is a known value, whereas in a looped network system, the flow in each pipe is considered an unknown value. Therefore, an analysis of a looped network system is a more complex task. This study aims to develop a technique for estimating the optimal pipe diameter for a looped agricultural irrigation water supply system using a harmony search algorithm, which is an optimization technique. This study mainly serves two purposes. The first is to develop an algorithm and a program for estimating a cost-effective pipe diameter for agricultural irrigation water supply systems using optimization techniques. The second is to validate the developed program by applying the proposed optimized cost-effective pipe diameter to an actual study region (Saemangeum project area, zone 6. The results suggest that the optimal design program, which applies an optimization theory and enhances user convenience, can be effectively applied for the real systems of a looped agricultural irrigation water supply.

  7. Optimal reconstruction of historical water supply to a distribution system: A. Methodology.

    Science.gov (United States)

    Aral, M M; Guan, J; Maslia, M L; Sautner, J B; Gillig, R E; Reyes, J J; Williams, R C

    2004-09-01

    The New Jersey Department of Health and Senior Services (NJDHSS), with support from the Agency for Toxic Substances and Disease Registry (ATSDR) conducted an epidemiological study of childhood leukaemia and nervous system cancers that occurred in the period 1979 through 1996 in Dover Township, Ocean County, New Jersey. The epidemiological study explored a wide variety of possible risk factors, including environmental exposures. ATSDR and NJDHSS determined that completed human exposure pathways to groundwater contaminants occurred in the past through private and community water supplies (i.e. the water distribution system serving the area). To investigate this exposure, a model of the water distribution system was developed and calibrated through an extensive field investigation. The components of this water distribution system, such as number of pipes, number of tanks, and number of supply wells in the network, changed significantly over a 35-year period (1962--1996), the time frame established for the epidemiological study. Data on the historical management of this system was limited. Thus, it was necessary to investigate alternative ways to reconstruct the operation of the system and test the sensitivity of the system to various alternative operations. Manual reconstruction of the historical water supply to the system in order to provide this sensitivity analysis was time-consuming and labour intensive, given the complexity of the system and the time constraints imposed on the study. To address these issues, the problem was formulated as an optimization problem, where it was assumed that the water distribution system was operated in an optimum manner at all times to satisfy the constraints in the system. The solution to the optimization problem provided the historical water supply strategy in a consistent manner for each month of the study period. The non-uniqueness of the selected historical water supply strategy was addressed by the formulation of a second

  8. Water coolant supply in relation to different ultrasonic scaler systems, tips and coolant settings

    NARCIS (Netherlands)

    Koster, T.J.G.; Timmerman, M.F.; Feilzer, A.J.; van der Velden, U.; van der Weijden, F.A.

    2009-01-01

    Objective: This study evaluated "in vitro" the consistency of the water coolant supply for five ultrasonic scaler systems in relation to the tip type and different coolant settings. Material and Methods: The systems were: EMS PM-400, EMS PM-600, Satelec P-max, Dürr Vector and Dentsply Cavitron. For

  9. Geographic information system programs for use in the water-supply-allocation permitting process

    Science.gov (United States)

    Dunne, Paul; Price, C.V.

    1995-01-01

    Computer programs designed for use in a geographic information system as an aid in the water-supply- allocation permitting process are described. These programs were developed by the U.S. Geological Survey during a project conducted in cooperation with the New Jersey Department of Environmental Protection. The programs enable a user to display proposed water-supply-allocation sites in a defined area together with present sites and important hydrologic and geographic features on a computer screen or on hardcopy plots. The programs are menu-driven and do not require familiarity with geographic information systems. Source codes for the programs are included in appendixes.

  10. Analysis And Assessment Of The Security Method Against Incidental Contamination In The Collective Water Supply System

    Directory of Open Access Journals (Sweden)

    Szpak Dawid

    2015-09-01

    Full Text Available The paper presents the main types of surface water incidental contaminations and the security method against incidental contamination in water sources. Analysis and assessment the collective water supply system (CWSS protection against incidental contamination was conducted. Failure Mode and Effects Analysis (FMEA was used. The FMEA method allow to use the product or process analysis, identification of weak points, and implementation the corrections and new solutions for eliminating the source of undesirable events. The developed methodology was shown in application case. It was found that the risk of water contamination in water-pipe network of the analyzed CWSS caused by water source incidental contamination is at controlled level.

  11. Water safety plans. Hazard study and risk assessment of a water supply system in Bizkaia. Application to the water catchment stage

    Directory of Open Access Journals (Sweden)

    María José Astillero Pinilla

    2012-12-01

    Full Text Available The best way to guarantee a safe and high quality water supply is to establish a control and management plan for the water supply system that focuses on risk prevention. In this study, the methodology and analytical steps established in the Water Safety Plan Manual (WHO and the Guide to the Control and Management of Water Supply Systems (Autonomous Government of the Basque Country were used to carry out hazard and risk assessment in a water supply system in Bizkaia. Although the application has only been carried out in the water catchment stage, it has already provided information about the benefits, as well as the problems encountered. Therefore, from the results obtained, it can be seen that this methodology is clearly effective for determining risks that had passed unnoticed, and for establishing new control measures. It also demonstrates the importance of co-operation between the bodies not directly related to the operation of the water supply system.

  12. LCA of Drinking Water Supply

    DEFF Research Database (Denmark)

    Godskesen, Berit; Meron, Noa; Rygaard, Martin

    2017-01-01

    Water supplies around the globe are growing complex and include more intense treatment methods than just decades ago. Now, desalination of seawater and wastewater reuse for both non-potable and potable water supply have become common practice in many places. LCA has been used to assess the potent......Water supplies around the globe are growing complex and include more intense treatment methods than just decades ago. Now, desalination of seawater and wastewater reuse for both non-potable and potable water supply have become common practice in many places. LCA has been used to assess...... the potentials and reveal hotspots among the possible technologies and scenarios for water supplies of the future. LCA studies have been used to support decisions in the planning of urban water systems and some important findings include documentation of reduced environmental impact from desalination of brackish...... water over sea water, the significant impacts from changed drinking water quality and reduced environmental burden from wastewater reuse instead of desalination. Some of the main challenges in conducting LCAs of water supply systems are their complexity and diversity, requiring very large data...

  13. Energy efficiency in a water supply system:Energy consumption and CO2 emission

    Institute of Scientific and Technical Information of China (English)

    Helena M.RAMOS; Filipe VIEIRA; Didia I.C.COVAS

    2010-01-01

    This paper presents important fundamentals associated with water and energy efficiency and highlights the importance of using renewable energy sources.A model of multi-criteria optimization for energy efficiency based on water and environmental management policies,including the preservation of water resources and the control of water pressure and energy consumption through a hybrid energy solution,was developed and applied to a water supply system.The methodology developed includes three solutions:(1)the use of a water turbine in pipe systems where pressures are higher than necessary and pressure-reducing valves are installed,(2)the optimization of pumping operation according to the electricity tariff and water demand,and(3)the use of other renewable energy sources,including a wind turbine,to supply energy to the pumping station,with the remaining energy being sold to the national electric grid.The use of an integrated solution(water and energy)proves to be a valuable input for creating benefits from available hydro energy in the water supply system in order to produce clean power,and the use of a wind source allows for the reduction of energy consumption in pumping stations,as well as of the CO2 emission to the atmosphere.

  14. Developing system robustness analysis for drought risk management: an application on a water supply reservoir

    Directory of Open Access Journals (Sweden)

    M. J. P. Mens

    2015-01-01

    Full Text Available Droughts will likely become more frequent, of greater magnitude and of longer duration in the future due to climate change. Already in the present climate, a variety of drought events may occur with different exceedance frequencies. These frequencies are becoming more uncertain due to climate change. Many methods in support of drought risk management focus on providing insight into changing drought frequencies, and use water supply reliability as key decision criterion. In contrast, robustness analysis focuses on providing insight into the full range of drought events and their impact on a system's functioning. This method has been developed for flood risk systems, but applications on drought risk systems are lacking. This paper aims to develop robustness analysis for drought risk systems, and illustrates the approach through a case study with a water supply reservoir and its users. We explore drought characterization and the assessment of a system's ability to deal with drought events, by quantifying the severity and socio-economic impact of a variety of drought events, both frequent and rare ones. Furthermore, we show the effect of three common drought management strategies (increasing supply, reducing demand and implementing hedging rules on the robustness of the coupled water supply and socio-economic system. The case is inspired by Oologah Lake, a multipurpose reservoir in Oklahoma, United States. Results demonstrate that although demand reduction and supply increase may have a comparable effect on the supply reliability, demand reduction may be preferred from a robustness perspective. To prepare drought management plans for dealing with current and future droughts, it is thus recommended to test how alternative drought strategies contribute to a system's robustness rather than relying solely on water reliability as the decision criterion.

  15. IMPROVEMENTS IN WATER SUPPLY SYSTEMS BASED ON OPTIMIZATION AND RECOGNITION OF CONSUMPTION PATTERNS

    Directory of Open Access Journals (Sweden)

    A. M. F. DINIZ

    2015-05-01

    Full Text Available Water supply systems consume large amounts of energy because of the pumping processes involved. The operational strategy of using frequency converters enables the system to work with better adjusted discharge rate to meet demand. In this case, an optimization strategy can establish an optimal procedure in order to schedule the rotational speed of pumps over a period and guarantee a volume of water in the supply tank. This work presents and solves an optimization problem that provides the optimal schedule for the rotational speed of pumps in a real water supply system considering minimizing the use of electricity and the cost thereof and maintenance. The optimization problem is based on two Artificial Neural Networks (ANN models that provide the total power consumption in the pumping system and level of water in the tank. Pattern recognition techniques in univariate time series based on the real data are used to forecast the demand curve according to the season ofthe year. The results show the potential savings generated by the proposed method and show the feasibility of scheduling the rotational speed of the pumps to ensure the minimum energy cost without affecting hourly demand and the security of the supply system.

  16. Relative magnitudes of sources of uncertainty in assessing climate change impacts on water supply security for the southern Adelaide water supply system

    National Research Council Canada - National Science Library

    Paton, F. L; Maier, H. R; Dandy, G. C

    2013-01-01

    .... Furthermore, runoff cannot be used as a surrogate for water supply security when studying the impacts of climate change due to the nonlinear transformations in modeling water supply and the effects...

  17. A decision support system for optimization of regional drinking water supply

    NARCIS (Netherlands)

    Vink, C.; Schot, P.P.

    2000-01-01

    Finding a strategy that allows economically efficient drinking water production in regional supply systems at minimal environmental cost is often a complex task. In order to determine the optimal spatial production configuration, a systematic trade off among costs and benefits of possible

  18. A decision support system for optimization of regional drinking water supply

    NARCIS (Netherlands)

    Vink, C.; Schot, P.P.

    2000-01-01

    Finding a strategy that allows economically efficient drinking water production in regional supply systems at minimal environmental cost is often a complex task. In order to determine the optimal spatial production configuration, a systematic trade off among costs and benefits of possible strategies

  19. Long-term climate sensitivity of an integrated water supply system: The role of irrigation.

    Science.gov (United States)

    Guyennon, Nicolas; Romano, Emanuele; Portoghese, Ivan

    2016-09-15

    The assessment of the impact of long-term climate variability on water supply systems depends not only on possible variations of the resources availability, but also on the variation of the demand. In this framework, a robust estimation of direct (climate induced) and indirect (anthropogenically induced) effects of climate change is mandatory to design mitigation measures, especially in those regions of the planet where the groundwater equilibrium is strongly perturbed by exploitations for irrigation purposes. The main goal of this contribution is to propose a comprehensive model that integrates distributed crop water requirements with surface and groundwater mass balance, able to consider management rules of the water supply system. The proposed overall model, implemented, calibrated and validated for the case study of the Fortore water supply system (Apulia region, South Italy), permits to simulate the conjunctive use of the water from a surface artificial reservoir and from groundwater. The relative contributions of groundwater recharges and withdrawals to the aquifer stress have been evaluated under different climate perturbations, with emphasis on irrigation practices. Results point out that irrigated agriculture primarily affects groundwater discharge, indicating that ecosystem services connected to river base flow are particularly exposed to climate variation in irrigated areas. Moreover, findings show that the recharge both to surface and to groundwater is mainly affected by drier climate conditions, while hotter conditions have a major impact on the water demand. The non-linearity arising from combined drier and hotter conditions may exacerbate the aquifer stress by exposing it to massive sea-water intrusion.

  20. Multi-objective analysis of the conjunctive use of surface water and groundwater in a multisource water supply system

    Science.gov (United States)

    Vieira, João; da Conceição Cunha, Maria

    2017-04-01

    A multi-objective decision model has been developed to identify the Pareto-optimal set of management alternatives for the conjunctive use of surface water and groundwater of a multisource urban water supply system. A multi-objective evolutionary algorithm, Borg MOEA, is used to solve the multi-objective decision model. The multiple solutions can be shown to stakeholders allowing them to choose their own solutions depending on their preferences. The multisource urban water supply system studied here is dependent on surface water and groundwater and located in the Algarve region, southernmost province of Portugal, with a typical warm Mediterranean climate. The rainfall is low, intermittent and concentrated in a short winter, followed by a long and dry period. A base population of 450 000 inhabitants and visits by more than 13 million tourists per year, mostly in summertime, turns water management critical and challenging. Previous studies on single objective optimization after aggregating multiple objectives together have already concluded that only an integrated and interannual water resources management perspective can be efficient for water resource allocation in this drought prone region. A simulation model of the multisource urban water supply system using mathematical functions to represent the water balance in the surface reservoirs, the groundwater flow in the aquifers, and the water transport in the distribution network with explicit representation of water quality is coupled with Borg MOEA. The multi-objective problem formulation includes five objectives. Two objective evaluate separately the water quantity and the water quality supplied for the urban use in a finite time horizon, one objective calculates the operating costs, and two objectives appraise the state of the two water sources - the storage in the surface reservoir and the piezometric levels in aquifer - at the end of the time horizon. The decision variables are the volume of withdrawals from

  1. Optimization of operational planning for wind/hydro hybrid water supply systems

    Energy Technology Data Exchange (ETDEWEB)

    Vieira, Filipe; Ramos, Helena M. [Department of Civil Engineering, Instituto Superior Tecnico, Av. Rovisco Pais 1, 1049-001 Lisboa (Portugal)

    2009-03-15

    Water supply systems (WSS) frequently present high-energy consumption values, which correspond to the major expenses of these systems. Energy costs are a function of its real consumption and of the variability of the daily energy tariff. This paper presents a model of optimization for the energy efficiency in a water supply system. The system is equipped with a pump station and presents excess of available energy in the gravity branch. First, a water turbine is introduced in the system in order to use this excess of hydraulic available energy. Then, an optimization method to define the pump operation planning along the 24 h of simulation, as well as the analysis of the economic benefits resulting from the profit of wind energy to supply the water pumping, while satisfying the system constraints and population demands, is implemented, in order to minimize the global operational costs. The model, developed in MATLAB, uses linear programming and provides the planning strategy to take in each time step, which will influence the following hours. The simulation period considered is one day, sub-divided in hourly time steps. The rules obtained as output of the optimization procedures are subsequently introduced in a hydraulic simulator (e.g. EPANET), in order to verify the system behaviour along the simulation period. The results are compared with the normal operating mode (i.e. without optimization algorithm) and show that energy cost's savings are achieved dependently of the initial reservoir levels or volume. The insertion of the water turbine also generates significant economical benefits for the water supply system. (author)

  2. Forecasting drought risks for a water supply storage system using bootstrap position analysis

    Science.gov (United States)

    Tasker, Gary; Dunne, Paul

    1997-01-01

    Forecasting the likelihood of drought conditions is an integral part of managing a water supply storage and delivery system. Position analysis uses a large number of possible flow sequences as inputs to a simulation of a water supply storage and delivery system. For a given set of operating rules and water use requirements, water managers can use such a model to forecast the likelihood of specified outcomes such as reservoir levels falling below a specified level or streamflows falling below statutory passing flows a few months ahead conditioned on the current reservoir levels and streamflows. The large number of possible flow sequences are generated using a stochastic streamflow model with a random resampling of innovations. The advantages of this resampling scheme, called bootstrap position analysis, are that it does not rely on the unverifiable assumption of normality and it allows incorporation of long-range weather forecasts into the analysis.

  3. Occurrence of pharmaceuticals in a water supply system and related human health risk assessment.

    Science.gov (United States)

    de Jesus Gaffney, Vanessa; Almeida, Cristina M M; Rodrigues, Alexandre; Ferreira, Elisabete; Benoliel, Maria João; Cardoso, Vitor Vale

    2015-04-01

    A monitoring study of 31 pharmaceuticals along Lisbon's drinking water supply system was implemented, which comprised the analysis of 250 samples including raw water (surface water and groundwater), and drinking water. Of the 31 pharmaceutical compounds, only sixteen were quantified in the analyzed samples, with levels ranging from 0.005 to 46 ng/L in raw water samples and 0.09-46 ng/L in drinking water samples. The human health risk assessment performed showed that appreciable risks to the consumer's health arising from exposure to trace levels of pharmaceuticals in drinking water are extremely unlikely, as RQs values were all below 0.001. Also, pharmaceuticals were selected as indicators to be used as a tool to control the quality of raw water and the treatment efficiency in the drinking water treatment plants.

  4. Strengthening Carrying Capacity of a Water Supply System under Climate Change with the Drought Early Warning System

    Science.gov (United States)

    Huang, Syujie; Liu, Tzuming; Li, Minghsu; Tung, Chingpin

    2016-04-01

    The carrying capacity of a water supply system is the maximal probable water supply amount under an acceptable risk which is related to the systematic combination of hydrology conditions, climatic conditions, and water infrastructures, for instance, reservoirs, weirs, and water treatment plants. Due to long-term imbalance of water supply and demand during the drought seasons, the carrying capacity of a water supply system may be affected gradually with more extreme climate events resulting from the climate change. To evaluate the carrying capacity of the water supply system under climate change, three major steps to build adaptation capacity under climate change are adopted, including problem identification and goal setting, current risk assessment, and future risk assessment. The carrying capacities for current climate condition and future climate condition were estimated respectively. The early warning system was taken as the effective measure to strengthen the carrying capacity for the uncertain changing climate. The water supply system of Chuoshui River basin in Taiwan is used as the case study. The system dynamics modeling software, Vensim, was used to build the water resources allocation model for Chuoshui River basin. To apply the seasonal climate forecasts released from Taiwan Central Weather Bureau (CWB) on modeling, a weather generator is adopted to generate daily weather data for the input of the hydrological component of GWLF model, to project inflows with the lead time of three months. Consequently, the water shortages with and without a drought early warning system were estimated to evaluate the effectiveness of a drought early warning system under climate change. Keywords: Climate change, Carrying capacity, Risk Assessment, Seasonal Climate Forecasts, Drought Early Warning System

  5. Application of an industrial gas supply system to a hydrogen water chemistry installation

    Energy Technology Data Exchange (ETDEWEB)

    Lynch, D.; Kuberka, K.A.

    1988-01-01

    Equipment for a hydrogen gas supply and an oxygen gas supply was adapted to meet operating safety criteria for a hydrogen water chemistry (HWC) application at a boiling water reactor (BWR) plant. The oxygen and hydrogen gases are supplied by vaporizing cryogenic liquid drawn from storage tanks. Cryogenic storage tanks consist of an inner vessel supported within an outer vessel, with insulation in the space between vessels. The supports and product lines on the inner container are small and flexible for heat transfer and thermal flexibility considerations. Cryogenic storage tank systems inherently have low natural frequencies and must be analyzed for dynamic response to site seismic criteria. Equipment modifications to meet application criteria were made without compromising performance. The guidelines for HWC installations were supplemented by a comprehensive design safety review to assess the equipment safeguards required to control potential product releases.

  6. Co-Adapting Water Demand and Supply to Changing Climate in Agricultural Water Systems, A Case Study in Northern Italy

    Science.gov (United States)

    Giuliani, M.; Li, Y.; Mainardi, M.; Arias Munoz, C.; Castelletti, A.; Gandolfi, C.

    2013-12-01

    Exponentially growing water demands and increasing uncertainties in the hydrologic cycle due to changes in climate and land use will challenge water resources planning and management in the next decade. Improving agricultural productivity is particularly critical, being this sector the one characterized by the highest water demand. Moreover, to meet projected growth in human population and per-capita food demand, agricultural production will have to significantly increase in the next decades, even though water availability is expected to decrease due to climate change impacts. Agricultural systems are called to adapt their strategies (e.g., changing crop patterns and the corresponding water demand, or maximizing the efficiency in the water supply modifying irrigation scheduling and adopting high efficiency irrigation techniques) in order to re-optimize the use of limited water resources. Although many studies have assessed climate change impacts on agricultural practices and water management, most of them assume few scenarios of water demand or water supply separately, while an analysis of their reciprocal feedbacks is still missing. Moreover, current practices are generally established according to historical agreements and normative constraints and, in the absence of dramatic failures, the shift toward more efficient water management is not easily achievable. In this work, we propose to activate an information loop between farmers and water managers to improve the effectiveness of agricultural water management practices by matching the needs of the farmers with the design of water supply strategies. The proposed approach is tested on a real-world case study, namely the Lake Como serving the Muzza-Bassa Lodigiana irrigation district (Italy). A distributed-parameter, dynamic model of the system allows to simulate crop growth and the final yield over a range of hydro-climatic conditions, irrigation strategies and water-related stresses. The spatial component of the

  7. The new Bracciano water supply system; Il nuovo acquedotto del lago di Bracciano

    Energy Technology Data Exchange (ETDEWEB)

    Diaco, Mario; Eramo, Biagio; Martino, Giorgio [ACEA, Azienda Comunale Energia ed Ambiente, Rome (Italy)

    1996-09-01

    The New Bracciano Aqueduct will almost complete the Rome Water Supply System planned since 1955; as well it represents the prosecution of the ancient Rome water supply tradition started more than two thousand years ago. The new aqueduct, with its present discharge of 3.2 m{sup 3}/s increasable to 8.0 m{sup 3}/s in the future, will improve Rome water system reliability. It will be possible, infact, to put ``out of service`` one of the other main roman aqueducts without creating any problem to users. This is of great importance for the reliability actually related to incertain stability condition of the oldest roman aqueduct as well as Peschiera (about 50 years old) and Acqua Marcia (more of 90 years old) Aqueducts.

  8. 33 CFR 149.419 - Can the water supply for the helicopter deck fire protection system be part of a fire water system?

    Science.gov (United States)

    2010-07-01

    ... helicopter deck fire protection system be part of a fire water system? 149.419 Section 149.419 Navigation and... § 149.421 may be part of: (1) The fire water system, installed in accordance with Mineral Management... § 149.419 Can the water supply for the helicopter deck fire protection system be part of a fire...

  9. Formation of nitrogenous disinfection by-products in 10 chlorinated and chloraminated drinking water supply systems.

    Science.gov (United States)

    Liew, Deborah; Linge, Kathryn L; Joll, Cynthia A

    2016-09-01

    The presence of nitrogenous disinfection by-products (N-DBPs) in drinking water supplies is a public health concern, particularly since some N-DBPs have been reported to be more toxic than the regulated trihalomethanes and haloacetic acids. In this paper, a comprehensive evaluation of the presence of N-DBPs in 10 drinking water supply systems in Western Australia is presented. A suite of 28 N-DBPs, including N-nitrosamines, haloacetonitriles (HANs), haloacetamides (HAAms) and halonitromethanes (HNMs), were measured and evaluated for relationships with bulk parameters in the waters before disinfection. A number of N-DBPs were frequently detected in disinfected waters, although at generally low concentrations (water, N-DBP concentrations were significantly correlated with dissolved organic carbon (DOC) and ammonia, and these, in addition to high bromide in one of the waters, led to elevated concentrations of brominated HANs (26.6 μg/L of dibromoacetonitrile). There were significant differences in the occurrence of all classes of N-DBPs between chlorinated and chloraminated waters, except for HNMs, which were detected at relatively low concentrations in both water types. Trends observed in one large distribution system suggest that N-DBPs can continue to form or degrade within distribution systems, and redosing of disinfectant may cause further by-product formation.

  10. Forecast-Based Operations Support Tool for the New York City Water Supply System

    Science.gov (United States)

    Pyke, G.; Porter, J.

    2012-12-01

    The NYC water supply system serves 9 million people with over 1 BGD of water drawn from 19 reservoirs. To support operation of the system to meet multiple objectives (e.g. supply reliability, water quality, environmental releases, hydropower, peak flow mitigation), the New York City Department of Environmental Protection (DEP) is developing an Operations Support Tool (OST), a forecast-based decision support system that provides a probabilistic foundation for water supply operations and planning. Key features of OST include: the ability to run both long-term simulations and short-term probabilistic simulations on the same model platform; automated processing of near-real-time (NRT) data sources; use of inflow forecasts to support look-ahead operational simulations; and water supply-water quality model linkage to account for feedback and tradeoffs between supply and quality objectives. OST supports two types of simulations. Long-term runs execute the system model over an extended historical record and are used to evaluate reservoir operating rules, infrastructure modifications, and climate change scenarios (with inflows derived from downscaled GCM data). Short-term runs for operational guidance consist of multiple (e.g. 80+) short (e.g. one year) runs, all starting from the same initial conditions (typically those of the current day). Ensemble reservoir inflow forecast traces are used to drive the model for the duration of the simulation period. The result of these runs is a distribution of potential future system states. DEP managers analyze the distributions for alternate scenarios and make operations decisions using risk-based metrics such as probability of refill or the likelihood of a water quality event. For operational simulations, the OST data system acquires NRT data from DEP internal sources (SCADA operations data, keypoint water quality, in-stream/in-reservoir water quality, meteorological and snowpack monitoring sites). OST acquires streamflow data from

  11. Rhode Island Water Supply System Management Plan Database (WSSMP-Version 1.0)

    Science.gov (United States)

    Granato, Gregory E.

    2004-01-01

    In Rhode Island, the availability of water of sufficient quality and quantity to meet current and future environmental and economic needs is vital to life and the State's economy. Water suppliers, the Rhode Island Water Resources Board (RIWRB), and other State agencies responsible for water resources in Rhode Island need information about available resources, the water-supply infrastructure, and water use patterns. These decision makers need historical, current, and future water-resource information. In 1997, the State of Rhode Island formalized a system of Water Supply System Management Plans (WSSMPs) to characterize and document relevant water-supply information. All major water suppliers (those that obtain, transport, purchase, or sell more than 50 million gallons of water per year) are required to prepare, maintain, and carry out WSSMPs. An electronic database for this WSSMP information has been deemed necessary by the RIWRB for water suppliers and State agencies to consistently document, maintain, and interpret the information in these plans. Availability of WSSMP data in standard formats will allow water suppliers and State agencies to improve the understanding of water-supply systems and to plan for future needs or water-supply emergencies. In 2002, however, the Rhode Island General Assembly passed a law that classifies some of the WSSMP information as confidential to protect the water-supply infrastructure from potential terrorist threats. Therefore the WSSMP database was designed for an implementation method that will balance security concerns with the information needs of the RIWRB, suppliers, other State agencies, and the public. A WSSMP database was developed by the U.S. Geological Survey in cooperation with the RIWRB. The database was designed to catalog WSSMP information in a format that would accommodate synthesis of current and future information about Rhode Island's water-supply infrastructure. This report documents the design and implementation of

  12. Innovative approach for achieving of sustainable urban water supply system by using of solar photovoltaic energy

    Directory of Open Access Journals (Sweden)

    Jure Margeta

    2017-01-01

    Full Text Available Paper describes and analyses new and innovative concept for possible integration of solar photovoltaic (PV energy in urban water supply system (UWSS. Proposed system consists of PV generator and invertor, pump station and water reservoir. System is sized in such a manner that every his part is sized separately and after this integrated into a whole. This integration is desirable for several reasons, where the most important is the achievement of the objectives of sustainable living in urban areas i.e. achieving of sustainable urban water supply system. The biggest technological challenge associated with the use of solar, wind and other intermittent renewable energy sources RES is the realization of economically and environmentally friendly electric energy storage (EES. The paper elaborates the use of water reservoires in UWSS as EES. The proposed solution is still more expensive than the traditional and is economically acceptable today in the cases of isolated urban water system and special situations. Wider application will depend on the future trends of energy prices, construction costs of PV generators and needs for CO2 reduction by urban water infrastructure.

  13. Screening of sustainable groundwater sources for integration into a regional drought-prone water supply system

    Directory of Open Access Journals (Sweden)

    H. Lucas

    2009-07-01

    Full Text Available This paper reports on the qualitative and quantitative screening of groundwater sources for integration into the public water supply system of the Algarve, Portugal. The results are employed in a decision support system currently under development for an integrated water resources management scheme in the region. Such a scheme is crucial for several reasons, including the extreme seasonal and annual variations in rainfall, the effect of climate change on more frequent and long-lasting droughts, the continuously increasing water demand and the high risk of a single-source water supply policy. The latter was revealed during the severe drought of 2004 and 2005, when surface reservoirs were depleted and the regional water demand could not be met, despite the drilling of emergency wells.

    For screening and selection, quantitative criteria are based on aquifer properties and well yields, whereas qualitative criteria are defined by water quality indices. These reflect the well's degree of violation of drinking water standards for different sets of variables, including toxicity parameters, nitrate and chloride, iron and manganese and microbiological parameters. Results indicate the current availability of at least 1100 l s−1 of high quality groundwater (55% of the regional demand, requiring only disinfection (900 l s−1 or basic treatment, prior to human consumption. These groundwater withdrawals are sustainable when compared to mean annual recharge, considering that at least 40% is preserved for ecological demands. A more accurate and comprehensive analysis of sustainability is performed with the help of steady-state and transient groundwater flow simulations, which account for aquifer geometry, boundary conditions, recharge and discharge rates, pumping activity and seasonality. They permit an advanced analysis of present and future scenarios and show that increasing water demands and decreasing rainfall will make

  14. Screening of sustainable groundwater sources for integration into a regional drought-prone water supply system

    Directory of Open Access Journals (Sweden)

    T. Y. Stigter

    2009-01-01

    Full Text Available This paper reports on the qualitative and quantitative screening of groundwater sources for integration into the public water supply system of the Algarve, Portugal. The results are employed in a decision support system currently under development for an integrated water resources management scheme in the region. Such a scheme is crucial for several reasons, including the extreme seasonal and annual variations in rainfall, the effect of climate change on more frequent and long-lasting droughts, the continuously increasing water demand and the high risk of a single-source water supply policy. The latter was revealed during the severe drought of 2004 and 2005, when surface reservoirs were depleted and the regional water demand could not be met, despite the drilling of emergency wells.

    For screening and selection, quantitative criteria are based on aquifer properties and well yields, whereas qualitative criteria are defined by water quality indices. These reflect the well's degree of violation of drinking water standards for different sets of variables, including toxicity parameters, nitrate and chloride, iron and manganese and microbiological parameters. Results indicate the current availability of at least 1100 l s−1 of high quality groundwater (55% of the regional demand, requiring only disinfection (900 l s−1 or basic treatment, prior to human consumption. These groundwater withdrawals are sustainable when compared to mean annual recharge, considering that at least 40% is preserved for ecological demands. A more accurate and comprehensive analysis of sustainability is performed with the help of steady-state and transient groundwater flow simulations, which account for aquifer geometry, boundary conditions, recharge and discharge rates, pumping activity and seasonality. They permit an advanced analysis of present and future scenarios and show that increasing water demands and decreasing rainfall will make

  15. Screening of sustainable groundwater sources for integration into a regional drought-prone water supply system

    Science.gov (United States)

    Stigter, T. Y.; Monteiro, J. P.; Nunes, L. M.; Vieira, J.; Cunha, M. C.; Ribeiro, L.; Nascimento, J.; Lucas, H.

    2009-07-01

    This paper reports on the qualitative and quantitative screening of groundwater sources for integration into the public water supply system of the Algarve, Portugal. The results are employed in a decision support system currently under development for an integrated water resources management scheme in the region. Such a scheme is crucial for several reasons, including the extreme seasonal and annual variations in rainfall, the effect of climate change on more frequent and long-lasting droughts, the continuously increasing water demand and the high risk of a single-source water supply policy. The latter was revealed during the severe drought of 2004 and 2005, when surface reservoirs were depleted and the regional water demand could not be met, despite the drilling of emergency wells. For screening and selection, quantitative criteria are based on aquifer properties and well yields, whereas qualitative criteria are defined by water quality indices. These reflect the well's degree of violation of drinking water standards for different sets of variables, including toxicity parameters, nitrate and chloride, iron and manganese and microbiological parameters. Results indicate the current availability of at least 1100 l s-1 of high quality groundwater (55% of the regional demand), requiring only disinfection (900 l s-1) or basic treatment, prior to human consumption. These groundwater withdrawals are sustainable when compared to mean annual recharge, considering that at least 40% is preserved for ecological demands. A more accurate and comprehensive analysis of sustainability is performed with the help of steady-state and transient groundwater flow simulations, which account for aquifer geometry, boundary conditions, recharge and discharge rates, pumping activity and seasonality. They permit an advanced analysis of present and future scenarios and show that increasing water demands and decreasing rainfall will make the water supply system extremely vulnerable, with a high

  16. An open source hydroeconomic model for California's water supply system: PyVIN

    Science.gov (United States)

    Dogan, M. S.; White, E.; Herman, J. D.; Hart, Q.; Merz, J.; Medellin-Azuara, J.; Lund, J. R.

    2016-12-01

    Models help operators and decision makers explore and compare different management and policy alternatives, better allocate scarce resources, and predict the future behavior of existing or proposed water systems. Hydroeconomic models are useful tools to increase benefits or decrease costs of managing water. Bringing hydrology and economics together, these models provide a framework for different disciplines that share similar objectives. This work proposes a new model to evaluate operation and adaptation strategies under existing and future hydrologic conditions for California's interconnected water system. This model combines the network structure of CALVIN, a statewide optimization model for California's water infrastructure, along with an open source solver written in the Python programming language. With the flexibilities of the model, reservoir operations, including water supply and hydropower, groundwater pumping, and the Delta water operations and requirements can now be better represented. Given time series of hydrologic inputs to the model, typical outputs include urban, agricultural and wildlife refuge water deliveries and shortage costs, conjunctive use of surface and groundwater systems, and insights into policy and management decisions, such as capacity expansion and groundwater management policies. Water market operations also represented in the model, allocating water from lower-valued users to higher-valued users. PyVIN serves as a cross-platform, extensible model to evaluate systemwide water operations. PyVIN separates data from the model structure, enabling model to be easily applied to other parts of the world where water is a scarce resource.

  17. Endocrine disrupting compounds in drinking water supply system and human health risk implication.

    Science.gov (United States)

    Wee, Sze Yee; Aris, Ahmad Zaharin

    2017-09-01

    To date, experimental and epidemiological evidence of endocrine disrupting compounds (EDCs) adversely affecting human and animal populations has been widely debated. Notably, human health risk assessment is required for risk mitigation. The lack of human health risk assessment and management may thus unreliably regulate the quality of water resources and efficiency of treatment processes. Therefore, drinking water supply systems (DWSSs) may be still unwarranted in assuring safe access to potable drinking water. Drinking water supply, such as tap water, is an additional and crucial route of human exposure to the health risks associated with EDCs. A holistic system, incorporating continuous research in DWSS monitoring and management using multi-barrier approach, is proposed as a preventive measure to reduce human exposure to the risks associated with EDCs through drinking water consumption. The occurrence of EDCs in DWSSs and corresponding human health risk implications are analyzed using the Needs, Approaches, Benefits, and Challenges (NABC) method. Therefore, this review may act as a supportive tool in protecting human health and environmental quality from EDCs, which is essential for decision-making regarding environmental monitoring and management purposes. Subsequently, the public could have sustainable access to safer and more reliable drinking water. Copyright © 2017 Elsevier Ltd. All rights reserved.

  18. 20 CFR 654.405 - Water supply.

    Science.gov (United States)

    2010-04-01

    ... 20 Employees' Benefits 3 2010-04-01 2010-04-01 false Water supply. 654.405 Section 654.405... THE EMPLOYMENT SERVICE SYSTEM Housing for Agricultural Workers Housing Standards § 654.405 Water supply. (a) An adequate and convenient supply of water that meets the standards of the State...

  19. Energy efficiency in a water supply system: Energy consumption and CO2 emission

    Directory of Open Access Journals (Sweden)

    Helena M. RAMOS

    2010-09-01

    Full Text Available This paper presents important fundaments associated to the water/energy consumption and enhances the importance of renewable energy sources. A model of multi-criterion optimization for energy efficiency based on water and environment management policy, the preservation of the water resources, the control of water pressure and energy consumption, through a hybrid energy solution is developed and applied to a water supply system. The methodology developed includes three solutions: (i water turbine installation in pipes where there is a need to control the pressure by pressure reducing valves, (ii the optimization of pumping operations according to the electricity tariff and the water demand and (iii the addition of a renewable energy source, a wind turbine, to supply energy to the pump-station and to sell the remaining to the national grid. The use of an integrated solution (water/energy shows to be a valuable input to benefit from available hydro energy in WSS to produce clean power and the use of wind source allows reducing the energy consumption in pump-stations, which is still mostly based on fossil fuels with high levels of CO2 emissions.

  20. Potable water supply

    Science.gov (United States)

    Sauer, R. L.; Calley, D. J.

    1975-01-01

    The history and evolution of the Apollo potable water system is reviewed. Its operation in the space environment and in the spacecraft is described. Its performance is evaluated. The Apollo potable water system satisfied the dual purpose of providing metabolic water for the crewmen and water for spacecraft cooling.

  1. Trading-off tolerable risk with climate change adaptation costs in water supply systems

    Science.gov (United States)

    Borgomeo, Edoardo; Mortazavi-Naeini, Mohammad; Hall, Jim W.; O'Sullivan, Michael J.; Watson, Tim

    2016-02-01

    Choosing secure water resource management plans inevitably requires trade-offs between risks (for a variety of stakeholders), costs, and other impacts. We have previously argued that water resources planning should focus upon metrics of risk of water restrictions, accompanied by extensive simulation and scenario-based exploration of uncertainty. However, the results of optimization subject to risk constraints can be sensitive to the specification of tolerable risk, which may not be precisely or consistently defined by different stakeholders. In this paper, we recast the water resources planning problem as a multiobjective optimization problem to identify least cost schemes that satisfy a set of criteria for tolerable risk, where tolerable risk is defined in terms of the frequency of water use restrictions of different levels of severity. Our proposed method links a very large ensemble of climate model projections to a water resource system model and a multiobjective optimization algorithm to identify a Pareto optimal set of water resource management plans across a 25 years planning period. In a case study application to the London water supply system, we identify water resources management plans that, for a given financial cost, maximize performance with respect to one or more probabilistic criteria. This illustrates trade-offs between financial costs of plans and risk, and between risk criteria for four different severities of water use restrictions. Graphical representation of alternative sequences of investments in the Pareto set helps to identify water management options for which there is a robust case for including them in the plan.

  2. Variable Frequency Constant Pressure Water Supply System Design%变频恒压供水系统设计

    Institute of Scientific and Technical Information of China (English)

    尤志强

    2016-01-01

    小区供水是变频恒压供水系统经常应用的例子。随着人民的生活条件越来越好,所以供水方式要越来越高效节能。小区供水系统是用PLC和变频器制作的供水控制系统。%District water supply is an example of constant frequency and constant pressure water supply system.In recent years, the development of people's living conditions are getting better and better, so the way to water supply more and more efficient and energy saving.District water supply system is a water supply control system with PLC and frequency changer.

  3. Presence of potential bacterial pathogens in a municipal drinking water supply system.

    Science.gov (United States)

    Felföldi, T; Tarnóczai, Tímea; Homonnay, Z G

    2010-09-01

    The quality of drinking water is a major public concern, but the detection of most potential pathogens is not always included in drinking water hygienic monitoring or is only assessed with highly biased cultivation-based methods. In this study, the occurrence of Pseudomonas aeruginosa and Legionella spp. was examined with taxon-specific PCRs in samples taken at ten points of a municipal drinking water supply system in three months. Sequence analysis confirmed the positivity of samples and revealed a diverse community of legionellae. The results showed that chlorination was an important and effective disinfection method against pathogenic bacteria in drinking water, but pathogenic bacteria could reoccur in the system farther away from the chlorination point. No strong correlation was found between the presence of the investigated potentially pathogenic bacteria and the measured abiotic and biotic parameters within the investigated range. It is hypothesized that instead of physicochemical parameters, the main factors influencing the presence of pathogens in the drinking water were rather the composition of the microbial community, the biotic interactions between individual non-pathogenic and pathogenic microorganisms (competition or promotion of growth) and the structure of biofilm grown on the inner surface of the supply system.

  4. Development of a closed water supply system for the production of shale kerogen

    Energy Technology Data Exchange (ETDEWEB)

    Lopachenok, L.V.; Ivanova, Ye.N.; Proskuryakov, V.A.

    1979-01-01

    Results of development of closed water supply system for production of shale kerogen are presented. The studies were carried out under laboratory conditions. The possibility of excluding industrial runoff into open water collectors and limiting the collection of fresh water to the production of kerogen-70 by using clarified runoff for ash hydraulic removal system of shale central heating plants during grinding and flotation of shale is indicated. A system for producing kerogen-70 which is rational for this situation was developed. A technical and economic analysis of the measures related to preliminary treatment of thermal electric power plant runoff prior to their use in the production of kerogen was conducted on the basis of experimentally derived results.

  5. NSGA-II for optimizing water supply and hydroelectric power generation of Two-Reservoir System

    Science.gov (United States)

    Wang, K.; Chang, L.; Chang, F.

    2008-12-01

    Taiwan is located at the subtropical zone, which has nonuniform temporal and spatial distributions of precipitation. The Jhuoshuei River is the Taiwan longest river (186 Km) and has abundant water resources. In the last several decades, the constant population growth and the dramatic economic development have resulted in a tremendous demand for natural resources, especially water. How to effectively manage the water resources is one of the most important task for hydrologist. This paper presents a non-dominated sorting genetic algorithm (NSGA-II) to derive a set of optimal joint operating rule curves for a two-reservoir system, Wu-She Reservoir and Jih-Yueh-Tan Reservoir, in the Jhuoshuei river system. These two series reservoirs are the most important reservoirs for supplying water and hydroelectric power generation. The NSGA-II is coupled with an integrated operational simulation model to search the optimal joint rule curves for minimizing shortage indices (SI) and maximizing Hydroelectric Power generation. The Pareto-front solutions obtained from NSGA-II provide the decision maker with a wide range of choices. The results indicate that NSGA-II is a promising approach. The plentiful optimal solutions along the Pareto front allow the decision maker to choose the best compromise solution after consideration of the trade-offs between water supply and hydroelectric power generation.

  6. Using a Geographical Information System to investigate the relationship between reported cryptosporidiosis and water supply

    Directory of Open Access Journals (Sweden)

    Lake Iain

    2004-07-01

    Full Text Available Abstract Background This paper reports on a study investigating the epidemiology of sporadic cryptosporidiosis in the North West of England and Wales using a Geographical Information System (GIS to map location of residence of cases. Some 747 reports of cases were made to CDSC North West of which 649 reports were suitable for analysis. Cases were plotted on the maps of water supply zone and water quality area boundaries, provided by the two main water utilities. Results It was notable that there were major spatial variations in attack rate across the North West and Wales. The most dramatic example was the large difference between the Greater Manchester conurbation with many reports and Liverpool with none. Given the distribution of previously detected waterborne outbreaks in the region it was initially thought that drinking water source may be an explanation. However, an analysis of the distribution of cases in the Greater Manchester area showed no correlation with any of five water supplies that serve the conurbation. Conclusions Our study has shown a dramatic variation in the incidence of laboratory confirmed cryptosporidiosis within two regions of the United Kingdom. Further analysis has not been able to prove drinking water as a likely explanation of this variation which so far remains unexplained.

  7. Re-engineering the urban drainage system for resource recovery and protection of drinking water supplies.

    Science.gov (United States)

    Gumbo, B

    2000-01-01

    The Harare metropolis in Zimbabwe, extending upstream from Manyame Dam in the Upper Manyame River Basin, consists of the City of Harare and its satellite towns: Chitungwiza, Norton, Epworth and Ruwa. The existing urban drainage system is typically a single-use-mixing system: water is used and discharged to "waste", excreta are flushed to sewers and eventually, after "treatment", the effluent is discharged to a drinking water supply source. Polluted urban storm water is evacuated as fast as possible. This system not only ignores the substantial value in "waste" materials, but it also exports problems to downstream communities and to vulnerable fresh-water sources. The question is how can the harare metropolis urban drainage system, which is complex and has evolved over time, be rearranged to achieve sustainability (i.e. water conservation, pollution prevention at source, protection of the vulnerable drinking water sources and recovery of valuable materials)? This paper reviews current concepts regarding the future development of the urban drainage system in line with the new vision of "Sustainable Cities of the Future". The Harare Metropolis in Zimbabwe is taken as a case, and philosophical options for re-engineering the drainage system are discussed.

  8. INCORPORATING THE RURAL AREAS’ PARTICULARITIES IN THE WATER SUPPLY MANAGEMENT SYSTEMS IN ROMANIA

    Directory of Open Access Journals (Sweden)

    Orest Valentin TROFIN

    2016-05-01

    Full Text Available The existence of the safe water supply and sewerage systems, especially in the rural areas of Romania, are mandatory for the insurance of the public health. In this context, a series of Romanian regional water and sewerage services suppliers developed Total Quality Management Systems, starting with the implementation of multiple ISO standards and in response to the need for answering to high requirements, both for constant development / modernization of the infrastructure and expansions to new consumers, as for the permanent improvement of the water supply, sewerage and wastewater treatment’s quality. The Total Quality Management Systems inter-relate a series of quality components, all of them functioning in a unitary–integrated way, using specific rules and procedures for assuring the increase of the delivered services’ quality and performance. The results begin to be seen on all areas of the concerned water suppliers’ activity: from the operational field to the commercial, staff’s performance, environmental and customer care ones. one of the main fundaments of the monetary creation – aspect which is indissolubly related to the idea of evolution, more precisely, to the idea of economic development.

  9. Modeling and Dynamical Analysis of the Water Resources Supply-Demand System: A Case Study in Haihe River Basin

    Directory of Open Access Journals (Sweden)

    Chongli Di

    2014-01-01

    Full Text Available The relationship between water resources supply and demand is very complex and exhibits nonlinear characteristics, which leads to fewer models that can adequately manage the dynamic evolution process of the water resources supply-demand system. In this paper, we propose a new four-dimensional dynamical model to simulate the internal dynamic evolution process and predict future trends of water supply and demand. At the beginning, a new four-dimensional dynamical model with uncertain parameters is established. Then, the gray code hybrid accelerating genetic algorithm (GHAGA is adopted to identify the unknown parameters of the system based on the statistic data (1998–2009. Finally, the dynamical analysis of the system is further studied by Lyapunov-exponent, phase portraits, and Lyapunov exponent theory. Numerical simulation results demonstrate that the proposed water resources supply-demand system is in a steady state and is suitable for simulating the dynamical characteristics of a complex water supply and demand system. According to the trends of the water supply and demand of several nonlinear simulation cases, the corresponding measures can be proposed to improve the steady development of the water resources supply-demand system.

  10. Water supply and demand in an energy supply model

    Energy Technology Data Exchange (ETDEWEB)

    Abbey, D; Loose, V

    1980-12-01

    This report describes a tool for water and energy-related policy analysis, the development of a water supply and demand sector in a linear programming model of energy supply in the United States. The model allows adjustments in the input mix and plant siting in response to water scarcity. Thus, on the demand side energy conversion facilities can substitute more costly dry cooling systems for conventional evaporative systems. On the supply side groundwater and water purchased from irrigators are available as more costly alternatives to unappropriated surface water. Water supply data is developed for 30 regions in 10 Western states. Preliminary results for a 1990 energy demand scenario suggest that, at this level of spatial analysis, water availability plays a minor role in plant siting. Future policy applications of the modeling system are discussed including the evaluation of alternative patterns of synthetic fuels development.

  11. Performance assessment of Saskatchewan's water resource system under uncertain inter-provincial water supply

    Science.gov (United States)

    Hassanzadeh, Elmira; Elshorbagy, Amin; Nazemi, Ali; Wheater, Howard

    2014-05-01

    The trans-boundary Saskatchewan River Basin supports livelihoods and the economy of the province of Saskatchewan, Canada. Water users include irrigated agriculture, hydropower, potash mining, urban centers, and ecosystem services. Water availability in Saskatchewan is highly dependent on the flows from the upstream province of Alberta. These flows mostly originate from the Rocky Mountains headwaters and are highly regulated, due to intensive water use and redistribution before they get to the Alberta/Saskatchewan border. Warming climate and increasing water demands in Alberta have changed the incoming flow characteristics from Alberta to Saskatchewan. It is critical to assess the performance and the viability of Saskatchewan's water resources system under uncertain future inter-provincial inflows. For this purpose, a possible range of future changes in the inflows from Alberta to Saskatchewan is considered in this study. The considered changes include various combinations of shifts in the timing of the annual peak and volumetric change in the annual flow volumes. These shifts are implemented using a copula-based stochastic simulation method to generate multiple realizations of weekly flow series at two key locations of inflow to Saskatchewan's water resources system, in a way that the spatial dependencies between weekly inflows are maintained. Each flow series is of 31-years length and constitutes a possible long term water availability scenario. The stochastically generated flows are introduced as an alternative to the historical inflows for water resources planning and management purposes in Saskatchewan. Both historical and reconstructed inflows are fed into a Sustainability-oriented Water Allocation, Management, and Planning (SWAMP) model to analyze the effects of inflow changes on Saskatchewan's water resources system. The SWAMP model was developed using the System Dynamics approach and entails irrigation/soil moisture, non-irrigation uses and economic

  12. Quality Improvement of a Small Water Supply. A Practical Application of a Full System of Nanofiltration

    Directory of Open Access Journals (Sweden)

    R. Marin Galvin

    2013-04-01

    Full Text Available The THM level in the Spanish drinking water is limited to less than 0.100 mg/L, due to its potential toxicological effect on humans. This paper investigates the comparison of the results obtained in a small supply of water that historically presented THM contents out of the Spanish normative, versus the results there obtained when the treatment was modified with the inclusion of a nanofiltration system. So, the conventional treatment first applied was that of pre-oxidation with chlorine and/or KMnO4, followed by coagulation with aluminum salts directly on closed sand filter, and disinfection final by chlorination: with this system, THM levels lower than 0.100 mg/L were not always secured. Thus, to improve the water quality, a full system of nanofiltration was implemented, after the above treatment, consisting in: pre-filtration through cartridges, filtration over activated carbon, post-filtration for retaining impurities, and finally, nanofiltration and chlorination of water after nanofiltration. In this order, the new treatment scheme has usually produced water with maximum THM levels of 0.058 mg/L, and average values of 0.013 mg/L, 0.30 mg/L for organic matter concentrations, and water always microbiologically pure. Also, the contents of Fe, Mn and Al in the treated water were significantly reduced with respect to the previous situation without nanofiltration.

  13. Modeling threat assessments of water supply systems using markov latent effects methodology.

    Energy Technology Data Exchange (ETDEWEB)

    Silva, Consuelo Juanita

    2006-12-01

    Recent amendments to the Safe Drinking Water Act emphasize efforts toward safeguarding our nation's water supplies against attack and contamination. Specifically, the Public Health Security and Bioterrorism Preparedness and Response Act of 2002 established requirements for each community water system serving more than 3300 people to conduct an assessment of the vulnerability of its system to a terrorist attack or other intentional acts. Integral to evaluating system vulnerability is the threat assessment, which is the process by which the credibility of a threat is quantified. Unfortunately, full probabilistic assessment is generally not feasible, as there is insufficient experience and/or data to quantify the associated probabilities. For this reason, an alternative approach is proposed based on Markov Latent Effects (MLE) modeling, which provides a framework for quantifying imprecise subjective metrics through possibilistic or fuzzy mathematics. Here, an MLE model for water systems is developed and demonstrated to determine threat assessments for different scenarios identified by the assailant, asset, and means. Scenario assailants include terrorists, insiders, and vandals. Assets include a water treatment plant, water storage tank, node, pipeline, well, and a pump station. Means used in attacks include contamination (onsite chemicals, biological and chemical), explosives and vandalism. Results demonstrated highest threats are vandalism events and least likely events are those performed by a terrorist.

  14. Assessment of Non-Revenue Water Situation in Mandalay City: Response to the Management of Sustainable Water Supply System in Mandalay City

    OpenAIRE

    Ser Moe Yi; Kampanad Bhaktikul; Kobkaew Manomaipiboon; Thongplew Kongjun

    2017-01-01

    Mandalay city is experiencing inefficient use of groundwater resources and inadequate water supply system to residents. The study focused on the issue of non-revenue water (NRW) and stakeholders’ perception on its management in order to design the remediation measures for the water lost controls and the sustainable water supply system. A total of 134 samples of water employees, and 383 households were assessed through structured questionnaires. It has been found that more than 50% of the wate...

  15. Reconciling Scale Mismatch in Water Governance, Hydro-climatic Processes and Infrastructure Systems of Water Supply in Las Vegas

    Science.gov (United States)

    Garcia, M. E.; Alarcon, T.; Portney, K.; Islam, S.

    2013-12-01

    Water resource systems are a classic example of a common pool resource due to the high cost of exclusion and the subtractability of the resource; for common pool resources, the performance of governance systems primarily depends on how well matched the institutional arrangements and rules are to the biophysical conditions and social norms. Changes in water governance, hydro-climatic processes and infrastructure systems occur on disparate temporal and spatial scales. A key challenge is the gap between current climate change model resolution, and the spatial and temporal scale of urban water supply decisions. This gap will lead to inappropriate management policies if not mediated through a carefully crafted decision making process. Traditional decision support and planning methods (DSPM) such as classical decision analysis are not equipped to deal with a non-static climate. While emerging methods such as decision scaling, robust decision making and real options are designed to deal with a changing climate, governance systems have evolved under the assumption of a static climate and it is not clear if these methods are well suited to the existing governance regime. In our study, these questions are contextualized by examining an urban water utility that has made significant changes in policy to adapt to changing conditions: the Southern Nevada Water Authority (SNWA) which serves metropolitan Las Vegas. Like most desert cities, Las Vegas exists because of water; the artesian springs of the Las Vegas Valley once provided an ample water supply for Native Americans, ranchers and later a small railroad city. However, population growth has increased demands far beyond local supplies. The area now depends on the Colorado River for the majority of its water supply. Natural climate variability with periodic droughts has further challenged water providers; projected climate changes and further population growth will exacerbate these challenges. Las Vegas is selected as a case

  16. Changes in the Iron and Manganese Content and Turbidity in the Vilnius City Water Supply System

    OpenAIRE

    Ramunė Albrektienė

    2011-01-01

    The water of Vilnius boreholes contains excessive quantities of natural iron and manganese, the insoluble forms of which increase the turbidity of the water. Therefore, a ISC Vilniaus Vandenys installed water treatment equipment that remove iron and manganese from drinking water, and decrease the turbidity of the water. Water samples were taken at different points of the water supply network, total iron, manganese content, and turbidity analyses were carried out, and the changes in indicators...

  17. Changes in the Iron and Manganese Content and Turbidity in the Vilnius City Water Supply System

    Directory of Open Access Journals (Sweden)

    Ramunė Albrektienė

    2011-04-01

    Full Text Available The water of Vilnius boreholes contains excessive quantities of natural iron and manganese, the insoluble forms of which increase the turbidity of the water. Therefore, a ISC Vilniaus Vandenys installed water treatment equipment that remove iron and manganese from drinking water, and decrease the turbidity of the water. Water samples were taken at different points of the water supply network, total iron, manganese content, and turbidity analyses were carried out, and the changes in indicators mentioned above were observed in the water supply network. It was established that this indicators concentrations are changing at water supply networks, but do not exceed the norms allowed by HN 24:2003.Article in Lithuanian

  18. Groundwater Characteristic and Fresh Water Supplying System of the East Slope Merapi Volcano

    Directory of Open Access Journals (Sweden)

    Yuli Priyana

    2004-01-01

    The result of the study shows that the quality of groundwater in every morphological unit is good enough, but in general the contents of element Ca, Mg, N03, CI, SO4, HCO3 shows that the lower the region is, the higher the content of the element . But if it is seen from the depth of its groundwater, so that the fluvial volcanic plain is the shallowest, then the fluvial volcanic foot plain and the last the volcanic foot area. Supplying system of fresh water, which derived from the dominant of well water, is especially used in morphological unit in fluvial "volcanic foot plain. The spring water is used by the population in the morphological unit in volcanic foot plain and then in morphological unit of fluvial volcanic foot plain. The population uses much rainwater in the morphological unit of volcanic foot plain.

  19. Gas Engine-Driven Heat Pump Chiller for Air-Conditioning and Hot Water Supply Systems

    Science.gov (United States)

    Fujita, Toshihiko; Mita, Nobuhiro; Moriyama, Tadashi; Hoshino, Norimasa; Kimura, Yoshihisa

    In Part 1 of this study, the performance characteristics of a 457kW gas engine-driven heat pump (GHP) chiller have been obtained from a simulation model analysis for both cooling and heating modes and it has been found that the part-load characteristics of the GHP chiller are fairly well. On the back of Part 1, a computer simulation program has been developed for the evaluation of GHP chiller systems to compare with the other types of heat source systems for air-conditioning and hot water supply applications. The simulation program can be used to estimate annual energy consumption, annual CO2 emission, etc. of the systems with the data of monthly and hourly thermal loads on various buildings, outdoor air conditions, and characteristics of various components comprising the systems. By applying this to some cases of medium-scale hotel, office, shop, and hospital buildings, it has been found that the GHP chiller systems have advantages particularly in the cases of hotels and hospitals where a lot of hot water demand exists. It has also been found that the combination of a GHP chiller and a direct-fired absorption water chiller boiler (hot and chilled water generator) appears promising.

  20. The continuity of Roman water supply systems in post-Roman Spain: the case of Valentia, a reliable example?

    OpenAIRE

    Martínez Jiménez, Javier (Archaeologist)

    2011-01-01

    Even if the general assumption is that Roman water supply systems (aqueducts in particular) ceased to function during the late Roman period, and that these were not present in medieval cities, recent archaeological research is proving that this was not always the case. Several cities in Spain show archaeological continuity in their water supply systems into the Visigothic period, and one of these seems to be Valencia. There is archaeological evidence to suggest a functioning aqueduct until th...

  1. In-pipe water quality monitoring in water supply systems under steady and unsteady state flow conditions: a quantitative assessment.

    Science.gov (United States)

    Aisopou, Angeliki; Stoianov, Ivan; Graham, Nigel J D

    2012-01-01

    Monitoring the quality of drinking water from the treatment plant to the consumers tap is critical to ensure compliance with national standards and/or WHO guideline levels. There are a number of processes and factors affecting the water quality during transmission and distribution which are little understood. A significant obstacle for gaining a detailed knowledge of various physical and chemical processes and the effect of the hydraulic conditions on the water quality deterioration within water supply systems is the lack of reliable and low-cost (both capital and O & M) water quality sensors for continuous monitoring. This paper has two objectives. The first one is to present a detailed evaluation of the performance of a novel in-pipe multi-parameter sensor probe for reagent- and membrane-free continuous water quality monitoring in water supply systems. The second objective is to describe the results from experimental research which was conducted to acquire continuous water quality and high-frequency hydraulic data for the quantitative assessment of the water quality changes occurring under steady and unsteady-state flow conditions. The laboratory and field evaluation of the multi-parameter sensor probe showed that the sensors have a rapid dynamic response, average repeatability and unreliable accuracy. The uncertainties in the sensor data present significant challenges for the analysis and interpretation of the acquired data and their use for water quality modelling, decision support and control in operational systems. Notwithstanding these uncertainties, the unique data sets acquired from transmission and distribution systems demonstrated the deleterious effect of unsteady state flow conditions on various water quality parameters. These studies demonstrate: (i) the significant impact of the unsteady-state hydraulic conditions on the disinfectant residual, turbidity and colour caused by the re-suspension of sediments, scouring of biofilms and tubercles from the

  2. Fungi from a Groundwater-Fed Drinking Water Supply System in Brazil.

    Science.gov (United States)

    Oliveira, Helena M B; Santos, Cledir; Paterson, R Russell M; Gusmão, Norma B; Lima, Nelson

    2016-03-09

    Filamentous fungi in drinking water distribution systems are known to (a) block water pipes; (b) cause organoleptic biodeterioration; (c) act as pathogens or allergens and (d) cause mycotoxin contamination. Yeasts might also cause problems. This study describes the occurrence of several fungal species in a water distribution system supplied by groundwater in Recife-Pernambuco, Brazil. Water samples were collected from four sampling sites from which fungi were recovered by membrane filtration. The numbers in all sampling sites ranged from 5 to 207 colony forming units (CFU)/100 mL with a mean value of 53 CFU/100 mL. In total, 859 isolates were identified morphologically, with Aspergillus and Penicillium the most representative genera (37% and 25% respectively), followed by Trichoderma and Fusarium (9% each), Curvularia (5%) and finally the species Pestalotiopsis karstenii (2%). Ramichloridium and Leptodontium were isolated and are black yeasts, a group that include emergent pathogens. The drinking water system in Recife may play a role in fungal dissemination, including opportunistic pathogens.

  3. Bacterial community of biofilms developed under different water supply conditions in a distribution system.

    Science.gov (United States)

    Sun, Huifang; Shi, Baoyou; Bai, Yaohui; Wang, Dongsheng

    2014-02-15

    In order to understand the bacterial community characteristics of biofilms developed under different finished water supply histories in drinking water distribution systems (DWDS), biofilm samples on different type of iron corrosion scales in a real DWDS were collected and systematically investigated using 454 pyrosequencing of 16S rRNA gene. The richness and diversity estimators showed that biofilms formed in DWDS transporting finished groundwater (GW) had the lowest level of bacterial diversity. From phylum to genus level, the dominant bacterial groups found in the biofilms under finished surface water (SW) and GW conditions were distinct. Proteobacteria was the dominant group in all biofilm samples (in the range of 40%-97%), but was relatively higher in biofilms with GW. The relative abundance of Firmicutes in biofilms with SW (28%-35%) was significantly higher (piron-reducing bacteria (mainly Bacillus) and iron-oxidizing bacteria (mainly Acidovorax) were relatively higher in biofilms with SW, which might contribute to the formation of much thicker or tubercle-formed corrosion scales under SW supply condition. Several potential opportunistic pathogens, such as Burkholderia fungorum, Mycobacterium neoaurum, Mycobacterium frederiksbergense were detected in the biofilms.

  4. Establishment of sustainable water supply system in small islands through rainwater harvesting (RWH): case study of Guja-do.

    Science.gov (United States)

    Han, Mooyoung; Ki, Jaehong

    2010-01-01

    Many islands in Korea have problems related to water source security and supply. In particular, the water supply condition is worse in small islands which are remote from the mainland. A couple of alternatives are developed and suggested to supply water to islands including water hauling, groundwater extraction, and desalination. However, these alternatives require much energy, cost, and concern in installation and operation. Rainwater harvesting is a sustainable option that supplies water with low energy and cost. However, lack of practical or comprehensive studies on rainwater harvesting systems in these regions hinders the promotion of the system. Therefore, this research examines defects of current RWH systems on an existing island, Guja-do, and provides technical suggestions in quantitative and qualitative aspects. A simple system design modification and expansion of system capacity using empty space such as a wharf structure can satisfy both the qualitative and the quantitative water demand of the island. Since rainwater harvesting is estimated to be a feasible water supply option under the Korean climate, which is an unfavorable condition for rainwater harvesting, implies a high potential applicability of rainwater harvesting technology to other regions over the world suffering from water shortage.

  5. Water supply assessment 2003 : St. Johns River Water Management District

    OpenAIRE

    2006-01-01

    This report identifies future water supply needs, and areas where those needs cannot be met by the water supply plans of major water users without unacceptable impacts to water resources and related natural systems (which are priority water resource caution areas). (186pp.)

  6. Variability in the chemistry of private drinking water supplies and the impact of domestic treatment systems on water quality.

    Science.gov (United States)

    Ander, E L; Watts, M J; Smedley, P L; Hamilton, E M; Close, R; Crabbe, H; Fletcher, T; Rimell, A; Studden, M; Leonardi, G

    2016-12-01

    Tap water from 497 properties using private water supplies, in an area of metalliferous and arsenic mineralisation (Cornwall, UK), was measured to assess the extent of compliance with chemical drinking water quality standards, and how this is influenced by householder water treatment decisions. The proportion of analyses exceeding water quality standards were high, with 65 % of tap water samples exceeding one or more chemical standards. The highest exceedances for health-based standards were nitrate (11 %) and arsenic (5 %). Arsenic had a maximum observed concentration of 440 µg/L. Exceedances were also high for pH (47 %), manganese (12 %) and aluminium (7 %), for which standards are set primarily on aesthetic grounds. However, the highest observed concentrations of manganese and aluminium also exceeded relevant health-based guidelines. Significant reductions in concentrations of aluminium, cadmium, copper, lead and/or nickel were found in tap waters where households were successfully treating low-pH groundwaters, and similar adventitious results were found for arsenic and nickel where treatment was installed for iron and/or manganese removal, and successful treatment specifically to decrease tap water arsenic concentrations was observed at two properties where it was installed. However, 31 % of samples where pH treatment was reported had pH drinking water regulations), suggesting widespread problems with system maintenance. Other examples of ineffectual treatment are seen in failed responses post-treatment, including for nitrate. This demonstrates that even where the tap waters are considered to be treated, they may still fail one or more drinking water quality standards. We find that the degree of drinking water standard exceedances warrant further work to understand environmental controls and the location of high concentrations. We also found that residents were more willing to accept drinking water with high metal (iron and manganese) concentrations

  7. Discussion on campus water supply system design%谈校园给水系统设计

    Institute of Scientific and Technical Information of China (English)

    薛晓虎

    2012-01-01

    结合某学校给水工程设计要点,对校园给水系统、用水量及给水管道水力计算等问题进行探讨,指出校园供水系统应考虑节能、经济及水资源的有效利用,对给水系统进行合理分区,采用分质供水,选取最经济的给水管径。%Combining with water supply engineering design key points of a school, this paper discussed campus water supply system, water use and water supply pipeline hydraulic calculation and other problems, pointed out should be considered energy-saving, economic and effective uti- lization of water resources in campus water supply systems, made reasonable zoning to water supply system, used sub-quality water, chose the most economic pipe diameter.

  8. Nitrogenous disinfection byproducts in English drinking water supply systems: Occurrence, bromine substitution and correlation analysis.

    Science.gov (United States)

    Bond, Tom; Templeton, Michael R; Mokhtar Kamal, Nurul Hana; Graham, Nigel; Kanda, Rakesh

    2015-11-15

    Despite the recent focus on nitrogenous disinfection byproducts in drinking water, there is limited occurrence data available for many species. This paper analyses the occurrence of seven haloacetonitriles, three haloacetamides, eight halonitromethanes and cyanogen chloride in 20 English drinking water supply systems. It is the first survey of its type to compare bromine substitution factors (BSFs) between the haloacetamides and haloacetonitriles. Concentrations of the dihalogenated haloacetonitriles and haloacetamides were well correlated. Although median concentrations of these two groups were lower in chloraminated than chlorinated surface waters, median BSFs for both in chloraminated samples were approximately double those in chlorinated samples, which is significant because of the higher reported toxicity of the brominated species. Furthermore, median BSFs were moderately higher for the dihalogenated haloacetamides than for the haloacetonitriles. This indicates that, while the dihalogenated haloacetamides were primarily generated from hydrolysis of the corresponding haloacetonitriles, secondary formation pathways also contributed. Median halonitromethane concentrations were remarkably unchanging for the different types of disinfectants and source waters: 0.1 μg · mgTOC(-1) in all cases. Cyanogen chloride only occurred in a limited number of samples, yet when present its concentrations were higher than the other N-DBPs. Concentrations of cyanogen chloride and the sum of the halonitromethanes were not correlated with any other DBPs.

  9. Potential water supply of a small reservoir and alluvial aquifer system in southern Zimbabwe

    NARCIS (Netherlands)

    Hamer, de W.; Love, D.; Owen, R.; Booij, M.J.; Hoekstra, A.Y.

    2007-01-01

    Groundwater use by accessing alluvial aquifers of non‐perennial rivers can be an important additional water resource in the semi‐arid region of southern Zimbabwe. The research objective of the study was to calculate the potential water supply for the upper‐Mnyabezi catchment under current conditions

  10. Potential water supply of a small reservoir and alluvial aquifer system in southern Zimbabwe

    NARCIS (Netherlands)

    Hamer, de W.; Love, D.; Owen, R.; Booij, M.J.; Hoekstra, A.Y.

    2008-01-01

    Groundwater use by accessing alluvial aquifers of non-perennial rivers can be an important additional water resource in the semi-arid region of southern Zimbabwe. The research objective of the study was to calculate the potential water supply for the upper-Mnyabezi catchment under current conditions

  11. Reducing energy consumption and leakage by active pressure control in a water supply system

    NARCIS (Netherlands)

    Bakker, M.; Rajewicz, T.; Kien, H.; Vreeburg, J.H.G.; Rietveld, L.C.

    2013-01-01

    WTP Gruszczyn supplies drinking water to a part of the city of Poznań, in the Midwest of Poland. For the optimal automatic pressure control of the clear water pumping station, nine pressure measuring points were installed in the distribution network, and an active pressure control model was

  12. Potential water supply of a small reservoir and alluvial aquifer system in southern Zimbabwe

    NARCIS (Netherlands)

    de Hamer, W.; Love, D.; Owen, R.; Booij, Martijn J.; Hoekstra, Arjen Ysbert

    2008-01-01

    Groundwater use by accessing alluvial aquifers of non-perennial rivers can be an important additional water resource in the semi-arid region of southern Zimbabwe. The research objective of the study was to calculate the potential water supply for the upper-Mnyabezi catchment under current conditions

  13. Potential water supply of a small reservoir and alluvial aquifer system in southern Zimbabwe

    NARCIS (Netherlands)

    de Hamer, W.; Love, D.; Owen, R.; Booij, Martijn J.; Hoekstra, Arjen Ysbert

    2007-01-01

    Groundwater use by accessing alluvial aquifers of non‐perennial rivers can be an important additional water resource in the semi‐arid region of southern Zimbabwe. The research objective of the study was to calculate the potential water supply for the upper‐Mnyabezi catchment under current conditions

  14. Reducing energy consumption and leakage by active pressure control in a water supply system

    NARCIS (Netherlands)

    Bakker, M.; Rajewicz, T.; Kien, H.; Vreeburg, J.H.G.; Rietveld, L.C.

    2013-01-01

    WTP Gruszczyn supplies drinking water to a part of the city of Poznań, in the Midwest of Poland. For the optimal automatic pressure control of the clear water pumping station, nine pressure measuring points were installed in the distribution network, and an active pressure control model was develope

  15. The Model and Control Methods of Access to Information and Technology Resources of Automated Control Systems in Water Supply Industry

    Science.gov (United States)

    Rytov, M. Yu; Spichyack, S. A.; Fedorov, V. P.; Petreshin, D. I.

    2017-01-01

    The paper describes a formalized control model of access to information and technological resources of automated control systems at water supply enterprises. The given model considers the availability of various communication links with information systems and technological equipment. There are also studied control methods of access to information and technological resources of automated control systems at water supply enterprises. On the basis of the formalized control model and appropriate methods there was developed a software-hardware complex for rapid access to information and technological resources of automated control systems, which contains an administrator’s automated workplace and ultimate users.

  16. Measuring the embodied energy in drinking water supply systems: a case study in the Great Lakes region.

    Science.gov (United States)

    Mo, Weiwei; Nasiri, Fuzhan; Eckelman, Matthew J; Zhang, Qiong; Zimmerman, Julie B

    2010-12-15

    A sustainable supply of both energy and water is critical to long-term national security, effective climate policy, natural resource sustainability, and social wellbeing. These two critical resources are inextricably and reciprocally linked; the production of energy requires large volumes of water, while the treatment and distribution of water is also significantly dependent upon energy. In this paper, a hybrid analysis approach is proposed to estimate embodied energy and to perform a structural path analysis of drinking water supply systems. The applicability of this approach is then tested through a case study of a large municipal water utility (city of Kalamazoo) in the Great Lakes region to provide insights on the issues of water-energy pricing and carbon footprints. Kalamazoo drinking water requires approximately 9.2 MJ/m(3) of energy to produce, 30% of which is associated with indirect inputs such as system construction and treatment chemicals.

  17. Defining operating rules for mitigation of drought effects on water supply systems

    Science.gov (United States)

    Rossi, G.; Caporali, E.; Garrote, L.; Federici, G. V.

    2012-04-01

    Reservoirs play a pivotal role for water supply systems regulation and management especially during drought periods. Optimization of reservoir releases, related to drought mitigation rules is particularly required. The hydrologic state of the system is evaluated defining some threshold values, expressed in probabilistic terms. Risk deficit curves are used to reduce the ensemble of possible rules for simulation. Threshold values can be linked to specific actions in an operational context in different levels of severity, i.e. normal, pre-alert, alert and emergency scenarios. A simplified model of the water resources system is built to evaluate the threshold values and the management rules. The threshold values are defined considering the probability to satisfy a given fraction of the demand in a certain time horizon, and are validated with a long term simulation that takes into account the characteristics of the evaluated system. The threshold levels determine some curves that define reservoir releases as a function of existing storage volume. A demand reduction is related to each threshold level. The rules to manage the system in drought conditions, the threshold levels and the reductions are optimized using long term simulations with different hypothesized states of the system. Synthetic sequences of flows with the same statistical properties of the historical ones are produced to evaluate the system behaviour. Performances of different values of reduction and different threshold curves are evaluated using different objective function and performances indices. The methodology is applied to the urban area Firenze-Prato-Pistoia in central Tuscany, in Central Italy. The considered demand centres are Firenze and Bagno a Ripoli that have, accordingly to the census ISTAT 2001, a total of 395.000 inhabitants.

  18. An Environmental Analysis of the Effect of Energy Saving, Production and Recovery Measures on Water Supply Systems under Scarcity Conditions

    Directory of Open Access Journals (Sweden)

    Valeria Puleo

    2015-06-01

    Full Text Available Water is one of the primary resources provided for maintaining quality of life and social status in urban areas. As potable water is considered to be a primary need, water service has usually been managed without examining the economic and environmental sustainability of supply processes. Currently, due to increases in energy costs and the growth of environment preservation policies, reducing water leakage, energy consumption and greenhouse gas (GHG production have become primary objectives in reducing the environmental footprint of water service. The present paper suggests the implementation of some performance indicators that show the interdependence of water loss, energy consumption and GHG emission. These indicators are used to compare a few possible mitigation scenarios involving water loss reduction and increasing the system’s energy efficiency. The proposed indicators were applied to a complex urban water supply system serving the city of Palermo (Italy.

  19. Managing water supply systems using free-market economy approaches: A detailed review of the implications for developing countries

    Science.gov (United States)

    Chikozho, C.; Kujinga, K.

    2017-08-01

    Decision makers in developing countries are often confronted by difficult choices regarding the selection and deployment of appropriate water supply governance regimes that sufficiently take into account national socio-economic and political realities. Indeed, scholars and practitioners alike continue to grapple with the need to create the optimum water supply and allocation decision-making space applicable to specific developing countries. In this paper, we review documented case studies from various parts of the world to explore the utility of free-market economics approaches in water supply governance. This is one of the major paradigms that have emerged in the face of enduring questions regarding how best to govern water supply systems in developing countries. In the paper, we postulate that increasing pressure on available natural resources may have already rendered obsolete some of the water supply governance regimes that have served human societies very well for many decades. Our main findings show that national and municipal water supply governance paradigms tend to change in tandem with emerging national development frameworks and priorities. While many developing countries have adopted water management and governance policy prescriptions from the international arena, national and local socio-economic and political realities ultimately determine what works and what does not work on the ground. We thus, conclude that the choice of what constitutes an appropriate water supply governance regime in context is never simple. Indeed, the majority of case studies reviewed in the paper tend to rely on a mix of market economics and developmental statism to make their water governance regimes more realistic and workable on the ground.

  20. Assessment of Non-Revenue Water Situation in Mandalay City: Response to the Management of Sustainable Water Supply System in Mandalay City

    Directory of Open Access Journals (Sweden)

    Ser Moe Yi

    2017-07-01

    Full Text Available Mandalay city is experiencing inefficient use of groundwater resources and inadequate water supply system to residents. The study focused on the issue of non-revenue water (NRW and stakeholders’ perception on its management in order to design the remediation measures for the water lost controls and the sustainable water supply system. A total of 134 samples of water employees, and 383 households were assessed through structured questionnaires. It has been found that more than 50% of the water employees are not aware of the NRW concept. Furthermore, over 90% of the water users are not willing to participate in water management. The WB­EasyCalc software version 4.09 was used to determine NRW and the result of NRW is 46% of the total system input volume. The main causes of water losses in Mandalay city are: 1 a very low pressure system; 2 poor-quality repairs; 3 lack of regular maintenance; 4 water employees’ insufficient knowledge; 5 lack of awareness about the NRW concept; 6 poor customer relationships; and 7 water users’ lack of willingness to participate in the water losses management. Therefore, it is recommended that water utility service efficiency be optimized by giving capacity building to the water employees. It is also recommended that district metering areas (DMA be introduced and good customer relationship be established. This is to improve the water users’ willingness to participate in the water losses management for the efficient use under scarcity groundwater resources and for the sustainable water supply system.

  1. Overview of groundwater sources and water-supply systems, and associated microbial pollution, in Finland, Norway and Iceland

    Science.gov (United States)

    Kløve, Bjørn; Kvitsand, Hanne Margrethe Lund; Pitkänen, Tarja; Gunnarsdottir, Maria J.; Gaut, Sylvi; Gardarsson, Sigurdur M.; Rossi, Pekka M.; Miettinen, Ilkka

    2017-06-01

    The characteristics of groundwater systems and groundwater contamination in Finland, Norway and Iceland are presented, as they relate to outbreaks of disease. Disparities among the Nordic countries in the approach to providing safe drinking water from groundwater are discussed, and recommendations are given for the future. Groundwater recharge is typically high in autumn or winter months or after snowmelt in the coldest regions. Most inland aquifers are unconfined and therefore vulnerable to pollution, but they are often without much anthropogenic influence and the water quality is good. In coastal zones, previously emplaced marine sediments may confine and protect aquifers to some extent. However, the water quality in these aquifers is highly variable, as the coastal regions are also most influenced by agriculture, sea-water intrusion and urban settlements resulting in challenging conditions for water abstraction and supply. Groundwater is typically extracted from Quaternary deposits for small and medium municipalities, from bedrock for single households, and from surface water for the largest cities, except for Iceland, which relies almost entirely on groundwater for public supply. Managed aquifer recharge, with or without prior water treatment, is widely used in Finland to extend present groundwater resources. Especially at small utilities, groundwater is often supplied without treatment. Despite generally good water quality, microbial contamination has occurred, principally by norovirus and Campylobacter, with larger outbreaks resulting from sewage contamination, cross-connections into drinking water supplies, heavy rainfall events, and ingress of polluted surface water to groundwater.

  2. Overview of groundwater sources and water-supply systems, and associated microbial pollution, in Finland, Norway and Iceland

    Science.gov (United States)

    Kløve, Bjørn; Kvitsand, Hanne Margrethe Lund; Pitkänen, Tarja; Gunnarsdottir, Maria J.; Gaut, Sylvi; Gardarsson, Sigurdur M.; Rossi, Pekka M.; Miettinen, Ilkka

    2017-03-01

    The characteristics of groundwater systems and groundwater contamination in Finland, Norway and Iceland are presented, as they relate to outbreaks of disease. Disparities among the Nordic countries in the approach to providing safe drinking water from groundwater are discussed, and recommendations are given for the future. Groundwater recharge is typically high in autumn or winter months or after snowmelt in the coldest regions. Most inland aquifers are unconfined and therefore vulnerable to pollution, but they are often without much anthropogenic influence and the water quality is good. In coastal zones, previously emplaced marine sediments may confine and protect aquifers to some extent. However, the water quality in these aquifers is highly variable, as the coastal regions are also most influenced by agriculture, sea-water intrusion and urban settlements resulting in challenging conditions for water abstraction and supply. Groundwater is typically extracted from Quaternary deposits for small and medium municipalities, from bedrock for single households, and from surface water for the largest cities, except for Iceland, which relies almost entirely on groundwater for public supply. Managed aquifer recharge, with or without prior water treatment, is widely used in Finland to extend present groundwater resources. Especially at small utilities, groundwater is often supplied without treatment. Despite generally good water quality, microbial contamination has occurred, principally by norovirus and Campylobacter, with larger outbreaks resulting from sewage contamination, cross-connections into drinking water supplies, heavy rainfall events, and ingress of polluted surface water to groundwater.

  3. Filamentous fungi in drinking water tanks of a water supply system in Recife-PE, Brazil

    OpenAIRE

    Silva, P. B. R.; Santana, J. B. de; Oliveira, H. M. B.; Siqueira, Virgínia M.; Santos, C.; Lima, Nelson; Gusmão, N. B.

    2012-01-01

    Drinking water reservoirs are widely used in various building constructions in Brazil for as a source of potable water for users. However, they are susceptible to the growth of microorganisms such as fungi. From these, several negative factors may ensue, namely, unpleasant odors and flavours, pigments, biofilm formation and mycotoxins. This is caused fungal resistance to treatment and disinfection. Brazilian law and those of other countries offer no encouragement for the resear...

  4. DETERMINATION OF WATER FLOW CONNECTION IN WATER SUPPLY SYSTEM IN PUBLIC BUILDINGS

    OpenAIRE

    2016-01-01

    An important factor for selection of main water meters is a precise determination of design flow, value of “nieprzewyższenia”. Presently, technical norms, on which determination of design flow for diameter selection of waterworks selection and consequently water meters selection are based, are no reliable in relation to the actual flow. This gives arguments to ascertain that harmonized standards do not meet Polish conditions and it requires correction. The article presents the method of de...

  5. Longitudinal study of microbial diversity and seasonality in the Mexico City metropolitan area water supply system.

    Science.gov (United States)

    Mazari-Hiriart, Marisa; López-Vidal, Yolanda; Ponce-de-León, Sergio; Calva, Juan José; Rojo-Callejas, Francisco; Castillo-Rojas, Gonzalo

    2005-09-01

    In the Mexico City metropolitan area (MCMA), 70% of the water for 18 million inhabitants is derived from the Basin of Mexico regional aquifer. To provide an overview of the quality of the groundwater, a longitudinal study was conducted, in which 30 sites were randomly selected from 1,575 registered extraction wells. Samples were taken before and after chlorine disinfection during both the rainy and dry seasons (2000-2001). Microbiological parameters (total coliforms, fecal coliforms, streptococci, and Vibrio spp.), the presence of Helicobacter pylori, and physicochemical parameters, including the amount of trihalomethanes (THMs), were determined. Although microorganisms and inorganic and organic compounds were evident, they did not exceed current permissible limits. Chlorine levels were low, and the bacterial counts were not affected by chlorine disinfection. Eighty-four bacterial species from nine genera normally associated with fecal contamination were identified in water samples. H. pylori was detected in at least 10% of the studied samples. About 40% of the samples surpassed the THM concentration allowed by Mexican and U.S. regulations, with levels of chloroform being high. The quality of the water distributed to the MCMA varied between the rainy and dry seasons, with higher levels of pH, nitrates, chloroform, bromodichloromethane, total organic carbon, and fecal streptococci during the dry season. This study showed that the groundwater distribution system is susceptible to contamination and that there is a need for a strict, year-round disinfection strategy to ensure adequate drinking-water quality. This situation in one of the world's megacities may reflect what is happening in large urban centers in developing countries which rely on a groundwater supply.

  6. Potential water supply of a small reservoir and alluvial aquifer system in southern Zimbabwe

    Science.gov (United States)

    de Hamer, W.; Love, D.; Owen, R.; Booij, M. J.; Hoekstra, A. Y.

    Groundwater use by accessing alluvial aquifers of non-perennial rivers can be an important additional water resource in the semi-arid region of southern Zimbabwe. The research objective of the study was to calculate the potential water supply for the upper-Mnyabezi catchment under current conditions and after implementation of two storage capacity measures. These measures are heightening the spillway of the ‘Mnyabezi 27’ dam and constructing a sand storage dam in the alluvial aquifer of the Mnyabezi River. The upper-Mnyabezi catchment covers approximately 22 km 2 and is a tributary of the Thuli River in southern Zimbabwe. Three coupled models are used to simulate the hydrological processes in the Mnyabezi catchment. The first is a rainfall-runoff model, based on the SCS-method. The second is a spreadsheet-based model of the water balance of the reservoir. The third is the finite difference groundwater model MODFLOW used to simulate the water balance of the alluvial aquifer. The potential water supply in the Mnyabezi catchment under current conditions ranges from 2107 m 3 (5.7 months) in a dry year to 3162 m 3 (8.7 months) in a wet year. The maximum period of water supply after implementation of the storage capacity measures in a dry year is 2776 m 3 (8.4 months) and in a wet year the amount is 3617 m 3 (10.8 months). The sand storage dam can only be used as an additional water resource, because the storage capacity of the alluvial aquifer is small. However, when an ephemeral river is underlain by a larger alluvial aquifer, a sand storage dam is a promising way of water supply for smallholder farmers in southern Zimbabwe.

  7. Modeling the nexus across water supply, power generation and environment systems using the system dynamics approach: Hehuang Region, China

    Science.gov (United States)

    Feng, Maoyuan; Liu, Pan; Li, Zejun; Zhang, Jingwen; Liu, Dedi; Xiong, Lihua

    2016-12-01

    Nexus approaches address the complex interconnections across coupled systems, providing a new and effective way to identify the dynamics of coevolution process. The connections across water supply, power generation and environment (WPE) systems are increasingly tight and thus can be profiled as a WPE nexus. This paper aims to model the WPE nexus in the China's Hehuang Region by using the system dynamics approach. Six nonlinear ordinary differential equations of storage, water supply, power generation, population, biomass, and environmental awareness are formulated to dominate the coevolution process. Their constitutive relations are then obtained from observed data to complete the WPE nexus model. The results show that the system dynamics approach is competent in modeling the WPE nexus of the Hehuang Region. The coevolution process is divided into four cyclic stages (i.e., exploitation, deterioration, depression and recovery stages) and terminates with a stationary cycling after thousands of years. The dynamics of state variables are explicitly interpreted to show how different driving variables affect the variations of system states. The observations obtained by modeling the nexus are insightful, improving the understanding of interactions across coupled systems.

  8. Influence of Cooling to Heating Load Ratio on Optimal Supply Water and Air Temperatures in an Air Conditioning System

    Science.gov (United States)

    Karino, Naoki; Shiba, Takashi; Yokoyama, Ryohei; Ito, Koichi

    In planning an air conditioning system, supply water and air temperatures are important factors from the viewpoint of energy saving and cost reduction. For example, lower temperature supply water and air for space cooling reduce the coefficient of performance of a refrigeration machine, and increase the thickness of heat insulation material. However, they enable larger temperature differences, and reduce equipment sizes and power demand. It is also an important subject to evaluate the effect of the supply water and air temperatures on energy saving and cost reduction on the annual basis by considering not only cooling but also heating loads. The purposes of this paper are to propose an optimal planning method for an air conditioning system with large temperature difference, and to analyze the effect of supply water and air temperatures on the long-term economics through a numerical study for an office building. As a result, it is shown that the proposed method effectively determines supply water and air temperatures, and the influence of the cooling to heating load ratio on the long-term economics is clarified.

  9. Untangling Risk in Water Supply Systems: What Factors Drive Long-term Adaptation?

    Science.gov (United States)

    Zeff, H. B.; Lin, L.; Band, L. E.; Reed, P. M.; Characklis, G. W.

    2016-12-01

    Deeply uncertain factors like climate change, the hydrologic impacts of urbanization, forest evolution, and long-term demand forecasts make water supply planning a `wicked' problem. The traditional technique of assessing risk based on historical observations can be inadequate in the face of environmental non-stationarity. However, competing models and limited observational data make it difficult for decision makers and experts to agree on how much uncertainty should be built into analyses of risk, particularly at the timescales relevant to long-term investments in water infrastructure. Further, the physical connectivity of these deeply uncertain processes create inter-related systems, amplifying the challenges of a `worst case scenario'. The development of adaptive systems and planning processes provide solutions that have been shown to meet technical, environmental, and social objectives at lower costs. Instead of developing plans with fixed targets for the timing of actions, adaptive plans develop risk metrics and thresholds that are able to integrate new information to determine when conditions reach a `tipping point' which necessitates action. It is an open question as to how new information can be best integrated into the decision-making process (i.e. how much weight do we give new observations relative to the historical record), but a better understanding of the way the relevant systems are expected to evolve and change over time could inform these decisions. In this study, we use linked, dynamic models of temperature and precipitation changes, forest evolution, urbanization, hydrology, and water demand to develop scenarios for an adaptive water management framework that uses risk-based metrics to make short- and long-term decisions. The impact of individual environmental processes on the adaptive capability of this management framework is evaluated through problem formulations that successively increase the complexity of the uncertainty scenarios. Although

  10. Groundwater protection of minimal water supply systems integrating simple hydrogeological information

    Science.gov (United States)

    Rodrigo-Ilarri, Javier; Rodrigo-Clavero, María Elena

    2016-04-01

    According to the current EU environmental legislation, groundwater protection is one of the key issues to be addressed when new industrial activities have to be authorised. This work shows a simple methodology that could be used by local and environmental authorities in order to analyse the potential risk caused by an industrial spill on a natural environment. The methodology leads to the determination of the protection area around an extraction well system using the information given by: i) a set of local piezometers, ii) the chemical nature of the industrial spill and iii) the hydrogeological parameters of the local aquifer. The exact location of the contaminant source is not needed for the analysis. The flow equation is afterwards solved using a finite-difference approximation scheme under stationary conditions. Finally, the capture zones for different times are computed by a simple upstream advective transport model. Results on the determination of the perimeter protection area definition of a water supply system in the municipality of L'Alcora (Castellón) in Spain are shown.

  11. Geohydrology and water supply, Shemya Island, Alaska

    Science.gov (United States)

    Feulner, Alvin John; Zenone, Chester; Reed, K.M.

    1976-01-01

    Sheyma Island, Alaska, was occupied as a military base in 1942. Since that time, potable water has been supplied by streams, lakes, wells, and in the late 1950's, a gallery system. The island is a low-lying, wave-cut platform composed of pyroclastic and volcanic rocks with some intrusives. Bedrock is overlain by thin glacial deposits. Most of the island 's present surface is relatively thick peat deposits. On the southern and western sides of the island active sand dunes are present. Ground-water supplies are limited by the dense bedrock; only a small amount of water penetrates into fracture systems. Most ground-water movement is in the overlying glacial and peat deposits. Ground water moves generally from north to south across the island. Currently water supplies are drawn from the gallery system which is capable of providing about 200,000 gallons per day. An emergency water supply is available from two wells. Additional supplies could be developed by either adding to the existing gallery or constructing an additional gallery near the present gallery system. The chemical quality of water analyzed from the gallery well generally approximates that of surface water on the island. None of the constituents in samples from streams, lakes, or ground water, except the August 27, 1970, analysis for Lower Lake, exceed the recommended limits for drinking water (Environmental Protection Agency, 1973). (Woodard-USGS)

  12. A probabilistic framework for assessing vulnerability to climate variability and change: The case of the US water supply system

    Science.gov (United States)

    Romano Foti; Jorge A. Ramirez; Thomas C. Brown

    2014-01-01

    We introduce a probabilistic framework for vulnerability analysis and use it to quantify current and future vulnerability of the US water supply system. We also determine the contributions of hydro-climatic and socio-economic drivers to the changes in projected vulnerability. For all scenarios and global climatemodels examined, the US Southwest including California and...

  13. Hierarchical distance-based fuzzy approach to evaluate urban water supply systems in a semi-arid region.

    Science.gov (United States)

    Yekta, Tahereh Sadeghi; Khazaei, Mohammad; Nabizadeh, Ramin; Mahvi, Amir Hossein; Nasseri, Simin; Yari, Ahmad Reza

    2015-01-01

    Hierarchical distance-based fuzzy multi-criteria group decision making was served as a tool to evaluate the drinking water supply systems of Qom, a semi-arid city located in central part of Iran. A list of aspects consisting of 6 criteria and 35 sub-criteria were evaluated based on a linguistic term set by five decision-makers. Four water supply alternatives including "Public desalinated distribution system", "PET Bottled Drinking Water", "Private desalinated water suppliers" and "Household desalinated water units" were assessed based on criteria and sub-criteria. Data were aggregated and normalized to apply Performance Ratings of Alternatives. Also, the Performance Ratings of Alternatives were aggregated again to achieve the Aggregate Performance Ratings. The weighted distances from ideal solution and anti-ideal solution were calculated after secondary normalization. The proximity of each alternative to the ideal solution was determined as the final step. The alternatives were ranked based on the magnitude of ideal solutions. Results showed that "Public desalinated distribution system" was the most appropriate alternative to supply the drinking needs of Qom population. Also, "PET Bottled Drinking Water" was the second acceptable option. A novel classification of alternatives to satisfy the drinking water requirements was proposed which is applicable for the other cities located in semi-arid regions of Iran. The health issues were considered as independent criterion, distinct from the environmental issues. The constraints of high-tech alternatives were also considered regarding to the level of dependency on overseas.

  14. Sustainable water supply systems in India: The role of financial institutions and ethical perspective

    Directory of Open Access Journals (Sweden)

    Gowda Krishne

    2011-01-01

    Full Text Available Water is a scarce resource and an important basic necessity for the human survival. The quantity of potable water on earth is limited and its availability per person is reducing day by day due to increase in global population and damage to environment. Though water available in nature is free, sizeable investment is needed in order to supply water to the people at their doorsteps with required quality. This paper deals with the role of financial institutions in the balanced distribution of water for the public, the related problems with various regulatory instruments, and ethical perspectives for efficient utilization of this scarce resource through internal control aimed at long term sustainability.

  15. Emerging and Innovative Techniques for Arsenic Removal Applied to a Small Water Supply System

    Directory of Open Access Journals (Sweden)

    António J. Alçada

    2009-12-01

    Full Text Available The impact of arsenic on human health has led its drinking water MCL to be drastically reduced from 50 to 10 ppb. Consequently, arsenic levels in many water supply sources have become critical. This has resulted in technical and operational impacts on many drinking water treatment plants that have required onerous upgrading to meet the new standard. This becomes a very sensitive issue in the context of water scarcity and climate change, given the expected increasing demand on groundwater sources. This work presents a case study that describes the development of low-cost techniques for efficient arsenic control in drinking water. The results obtained at the Manteigas WTP (Portugal demonstrate the successful implementation of an effective and flexible process of reactive filtration using iron oxide. At real-scale, very high removal efficiencies of over 95% were obtained.

  16. 远程无线恒压供水系统%Wireless Remote Water Supply System with Constant Pressure

    Institute of Scientific and Technical Information of China (English)

    孔德彭; 孔德辉; 赖柏乐

    2013-01-01

    一个水泵房为多个山头的水塔供水,因为传输距离较远,水位信号无法及时得到反馈,给供水工作带来很大的麻烦;文中引入数传电台完成与水塔水位信号反馈,利用PLC对接收到的各个水位信号进行变频调速,从而实现恒压供水.%One pump supplies water for multiple towers on different hills in the distance and there is more trouble as the water level feedback signal can not get to controller. The system used digital broadcasting station to complete signal feedback of the tower's water level, and used PLC to deal with receiving various water level signal and to implement frequency control, and realized constant pressure water supply.

  17. Mozambique - Rural Water Supply

    Data.gov (United States)

    Millennium Challenge Corporation — This report provides the results from (1) an impact evaluation of the MCA's Rural Water Point Implementation Program ('RWPIP') in Nampula and (2) an evaluation of...

  18. Optimal Allocation of Water Resources Based on Water Supply Security

    Directory of Open Access Journals (Sweden)

    Jianhua Wang

    2016-06-01

    Full Text Available Under the combined impacts of climate change and human activities, a series of water issues, such as water shortages, have arisen all over the world. According to current studies in Science and Nature, water security has become a frontier critical topic. Water supply security (WSS, which is the state of water resources and their capacity and their capacity to meet the demand of water users by water supply systems, is an important part of water security. Currently, WSS is affected by the amount of water resources, water supply projects, water quality and water management. Water shortages have also led to water supply insecurity. WSS is now evaluated based on the balance of the supply and demand under a single water resources condition without considering the dynamics of the varying conditions of water resources each year. This paper developed an optimal allocation model for water resources that can realize the optimal allocation of regional water resources and comprehensively evaluate WSS. The objective of this model is to minimize the duration of water shortages in the long term, as characterized by the Water Supply Security Index (WSSI, which is the assessment value of WSS, a larger WSSI value indicates better results. In addition, the simulation results of the model can determine the change process and dynamic evolution of the WSS. Quanzhou, a city in China with serious water shortage problems, was selected as a case study. The allocation results of the current year and target year of planning demonstrated that the level of regional comprehensive WSS was significantly influenced by the capacity of water supply projects and the conditions of the natural water resources. The varying conditions of the water resources allocation results in the same year demonstrated that the allocation results and WSSI were significantly affected by reductions in precipitation, decreases in the water yield coefficient, and changes in the underlying surface.

  19. Initial characterization of the groundwater system near the Lower Colorado Water Supply Project, Imperial Valley, California

    Science.gov (United States)

    Coes, Alissa L.; Land, Michael; Densmore, Jill N.; Landrum, Michael T.; Beisner, Kimberly R.; Kennedy, Jeffrey R.; Macy, Jamie P.; Tillman, Fred D

    2015-01-01

    In 2009, the U.S. Geological Survey, in cooperation with the city of Needles, began a study of the hydrogeology along the All-American Canal, which conveys water from the Colorado River to the Imperial Valley. The focus of this study was to gain a better understanding of the effect of lining the All-American Canal, and other management actions, on future total dissolved solids concentrations in groundwater pumped by Lower Colorado Water Supply Project wells that is delivered to the All-American Canal. The study included the compilation and evaluation of previously published hydrogeologic and geochemical information, establishment of a groundwater-elevation and groundwater-quality monitoring network, results of monitoring groundwater elevations and groundwater quality from 2009 to 2011, site-specific hydrologic investigations of the Lower Colorado Water Supply Project area, examination of groundwater salinity by depth by using time-domain electromagnetic surveys, and monitoring of groundwater-storage change by using microgravity methods. 

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

    DEFF Research Database (Denmark)

    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....

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

    DEFF Research Database (Denmark)

    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....

  2. [Hygienic evaluation of hydrophobic turgid Perlite and the materials of powder composition used in water supply systems].

    Science.gov (United States)

    Tsapko, V V; Shmargun, L M; Gakal, R K; Konovalov, V S; Meleshko, G I

    1989-06-01

    Sanitary, hygienic, toxicologic, pathomorphologic and genetic studies revealed that hydrophobic pearlites g A-1 and g A-2 and the material from powder composition of the brand of zh g p1, 5 d 2.5 had no unfavourable effect on physicochemical water characteristics, warm-blooded animals and poorly organized organisms. Hydrophobic pearlites were recommended for application in water reservoirs for the removal of petroleum films and the material from powder composition of the above brand for manufacturing cocks, sleeves, showers and other devices for water supply systems used for economic and drinking purposes.

  3. Assessment of efficiency of water supply system in Prince of Songkla University, Hat Yai Campus

    Directory of Open Access Journals (Sweden)

    Chaivisit, P.

    2007-03-01

    Full Text Available Assessment of efficiency of water production system in Prince of Songkla University, Hat Yai Campus, was conducted in this study. Topics covered include 1 quality and quantity of raw water, 2 water productionprocess, 3 management and maintenance of water production system, and 4 quality of finished water. Totally, 494 water samples were collected during the study. All water samples were analyzed for turbidity,pH, temperature, conductivity, TDS, total coliforms, fecal coliforms and residual chlorine. In addition to the mentioned parameters, 30 of these water samples were also analyzed for hardness, chloride, nitratenitrogen,sulfate and heavy metals (manganese, copper, zinc, iron, chromium, cadmium, lead and mercury. All water samples were collected during November, 2004 (rainy season and March, 2005 (summer season.It was found that the quality of the water in the Sritrang reservoir fell into Class 2 of Thailand Surface Water Quality Standard that requires ordinary water treatment processes prior to consumptions.Cadmium, lead and mercury were not detected by Inductively Coupled Plasma (ICP method. There are 2 sets of water production system. The first set consists of 4 pressure filters which could reduce turbidity atvarying efficiencies: 33.83%, 18.26%, 42.76% and 65.67% depending mainly on the extent of chemical dosing control and the maintenance of the filter media. Another system employed sedimentation tank andrapid sand filter, which could remove turbidity at 89.28%. When combined finished water from both systems were analyzed, it was found that removals of manganese, copper, zinc, iron and chromium were 42.65%,30.02%, 19.54%, 56.82% and 15.12%, respectively. Residual chlorine concentration of the finished water was not more than 0.2 mg/L and no total coliforms or fecal coliforms were detected. The plant had sufficientand competent personnel to carry out their normal tasks but occasional negligence and lack of specific water testing or

  4. Institutional and socioeconomic aspects of water supply

    Science.gov (United States)

    Rauchenschwandtner, H.; Pachel, M.

    2012-04-01

    Institutional and socioeconomic aspects of water supply Within the project CC-WaterS the participating researchers of the Vienna University of Economics and B.A. have been responsible for the analysis of the socioeconomic aspects related to water supply and climate change, the assessment of future water demands in the City of Vienna, as well as an estimation of economic consequences of possible water shortages and possible scope for the introduction of new legal guidelines. The institutional and socioeconomic dimensions of drinking water and sanitation systems are being examined by utilisation of different prognostic scenarios in order to assess future costs of water provisioning and future demands of main water users, thus providing an information basis and recommendations for policy and decision makers in the water sector. These dimensions, for example, include EU legislation - especially the Water Framework Directive -, national legislations and strategies targeted at achieving sustainability in water usage, best practices and different forms of regulating water markets, and an analysis of the implications of demographic change. As a basis this task encompasses research of given institutional, social, and legal-political structures in the area of water supply. In this course we provide an analysis of the structural characteristics of water markets, the role of water prices, the increasing perception of water as an economic good as well as implications thereof, the public awareness in regard to climate change and water resources, as well as related legal aspects and involved actors from regional to international level; and show how water resources and the different systems of water provisioning are affected by (ideological) conflicts on various levels. Furthermore, and in order to provide a solid basis for management recommendations related to climate change and water supply, an analytical risk-assessment framework based on the concepts of new institutional

  5. 浅谈制粉车间给水设计%Discussion on the Design of Water supply system in Flour milling workshop

    Institute of Scientific and Technical Information of China (English)

    王志法; 申好武

    2011-01-01

    This article briefly describes the production process flow of flour milling workshop.The design of water supply system in flour milling workshop,which include production water supply system and auxiliary production water supply system and fire protection water supply system are explained in details, and summarizes the features of water supply system in flour milling workshop.%本文简单介绍了制粉车间的工艺流程,对制粉车间给水设计内容分生产给水系统、辅助生产给水系统、消防给水系统统作了详细阐述,并总结出了制粉车间的给水系统设计特点。

  6. Total count of microorganisms contaminating water supply system of Ismailia City, Egypt.

    Science.gov (United States)

    Dewedar, A; Abdel Monem, M H; Hussein, M E; Mansour, S

    1990-12-01

    The efficiency of water purification in the French and the British systems of Ismailia city was evaluated concerning the contaminating microorganisms. Counting of microbial contaminants was based on the phenotypic characters of the colony type. Colony-types of eubacteria, eumycetes, Micromonospores and Streptomyces enumerated in the crude water and the different steps of purification. Total counts of microflora in both systems were higher than the counts in canal water. Meanwhile, microbial isolates were higher in the French system than that of the British one. The increased counts in tap water, compared with canal water, were recorded in winter for bacteria and in spring for fungi. These data showed variations in the microbial total counts according to: plant system, steps of purification, chlorination season and type of microbes.

  7. Quantitative sustainability and qualitative concerns in an irrigations system using recycled water to supplement limited groundwater supply

    Science.gov (United States)

    Gowing, John; Alataway, Abed

    2013-04-01

    Sustainability of irrigation in a country facing water scarcity depends upon adoption of best management practices to deliver 'more crop per drop' together with use of recycled waste-water from urban sewage systems. Saudi Arabia is a country facing extreme water scarcity and in this paper we report on research conducted at an extensive irrigation system where a concerted effort over several years has been devoted to achieving a high level of water productivity. Al-Ahsa oasis is located about 60 km inland from the Persian Gulf and has been inhabited since prehistoric times, due to the abundance of water in an otherwise arid region. It is one of the largest oases in the world with 12,000 hectares of irrigated land and more than 2 million palm trees. Historically the oasis was watered by over 60 artesian springs, but water is now pumped from the aquifer. To supplement this groundwater source, treated waste-water reuse has been practiced since 1992 and now comprises 30% of total supply. In addition, a comparable amount of agricultural drainage water is collected and recycled, so that the 'first-use' water represents only 40% of total irrigation supply. While this re-use system permits sustained irrigation with greatly reduced groundwater abstraction, there is a potential down-side in that fertilizers and contaminants applied with irrigation water move through the soil and return to the irrigation supply enhancing the risk for human and animal health. We investigated this problem using E coli and helminth eggs as indicators of human health risk. We sampled each of the three sources which are delivered separately to the head of the main irrigation canal where they are blended. The groundwater was free from E coli and helminths and the treated wastewater source was generally within designated quality standards. The recycled drainage water was delivered untreated into the canal system and was found to be contaminated with both E coli and helminths above acceptable

  8. Preparation of drinking water used in water supply systems of the towns Zrenjanin and Temerin by electrochemical methods.

    Science.gov (United States)

    Orescanin, Visnja; Kollar, Robert; Nad, Karlo; Mikulic, Nenad

    2013-01-01

    The aim of this work was the development and application of the pilot plant with the capacity of 1000 L/day for the purification of groundwater used for human consumption characterized with high concentration of arsenic and increased values of organic pollutants, ammonia, nitrites, color and turbidity. For that purpose, groundwater from the production wells supplying the towns Zrenjanin and Temerin (Vojvodina, Serbia) was used. Due to its complex composition, the purification system required the combination of the electroreduction/electrocoagulation, using iron and aluminum electrode plates with/without ozonation, followed by the electromagnetic treatment and the finally by the simultaneous ozonation/UV treatment. The electroreduction was used for the removal of nitrates, nitrites, and Cr(VI), while the removal of arsenic, heavy metals, suspended solids, color and turbidity required the application of the electrocoagulation with simultaneous ozonation. Organic contaminants and ammonia were removed completely in the last treatment step by applying the simultaneous ozonation/UV treatment. All measured parameters in the purified water were significantly lower compared to the regulated values. Under the optimum treatment conditions, the removal efficiencies for color, turbidity, suspended solids, total arsenic, total chromium, Ni(II), total copper, sulfates, fluorides, chemical oxygen demand, ammonia, nitrates, and nitrites were 100%. The removal efficiencies of the total manganese and iron were 85.19% and 97.44%, respectively, whilst the final concentrations were 4 and 7 μg/L, respectively.

  9. Application of Hotelling’s T{sup 2} charts in monitoring quality parameters in a drinking water supply system

    Energy Technology Data Exchange (ETDEWEB)

    Costa, Mafalda T., E-mail: mafaldatcosta@gmail.com [UAberta, Portugal and Ministry of Economy, Portuguese Government (Canada); Carolino, Elisabete, E-mail: lizcarolino@gmail.com [ESTeSL-IPL, Research Group Environment and Health of ESTeSL-IPL (Portugal); Oliveira, Teresa A., E-mail: teresa.oliveira@uab.pt [DCeT - Universidade Aberta, and Center of Statistics and Applications of University of Lisbon (Portugal)

    2015-03-10

    In water supply systems with distribution networkthe most critical aspects of control and Monitoring of water quality, which generates crises system, are the effects of cross-contamination originated by the network typology. The classics of control of quality systems through the application of Shewhart charts are generally difficult to manage in real time due to the high number of charts that must be completed and evaluated. As an alternative to the traditional control systems with Shewhart charts, this study aimed to apply a simplified methodology of a monitoring plan quality parameters in a drinking water distribution, by applying Hotelling’s T{sup 2} charts and supplemented with Shewhart charts with Bonferroni limits system, whenever instabilities with processes were detected.

  10. Method of evaluation of efficiency improvement potential for water supply systems with focus on variable speed centrifugal pumps

    Directory of Open Access Journals (Sweden)

    D. Pilscikovs

    2012-11-01

    Full Text Available The goal of this research is the derivation of the method for evaluation of efficiency improvement potential for public water supply systems with a focus on centrifugal network pumps. The efficiency of proportional pressure control usage has been analyzed for variable speed pumps. It has been done if proportional pressure control is used in comparison with constant pressure control mode. For this reason, energy calculation analyses have been realized for variable speed centrifugal pumps, and the theoretical tool of estimation of the efficiency improvement potential for public water supply systems has been derived. The conclusions are as follows: (1 it has been found that 1110 MWh of annually consumed electrical energy can be saved up, if the control mode of variable speed network pumps will be changed from constant pressure to proportional pressure control mode with the deviation of 20% from head value of duty point at zero flow; (2 about 13 MWh of annually consumed electrical energy can be saved up, if the proportional pressure control mode with the deviation of 15% will be changed to the deviation of 20%; (3 totally about 1123 MWh or 1.12 GWh (14% of the annually consumed electrical energy by variable speed network pumps can be saved up in small public water supply systems in Latvia.

  11. Legionnaires' disease on a cruise ship linked to the water supply system: clinical and public health implications.

    Science.gov (United States)

    Castellani Pastoris, M; Lo Monaco, R; Goldoni, P; Mentore, B; Balestra, G; Ciceroni, L; Visca, P

    1999-01-01

    The occurrence of legionnaires' disease has been described previously in passengers of cruise ships, but determination of the source has been rare. A 67-year-old, male cigarette smoker with heart disease contracted legionnaires' disease during a cruise in September 1995 and died 9 days after disembarking. Legionella pneumophila serogroup 1 was isolated from the patient's sputum and the ship's water supply. Samples from the air-conditioning system were negative. L. pneumophila serogroup 1 isolates from the water supply matched the patient's isolate, by both monoclonal antibody subtyping and genomic fingerprinting. None of 116 crew members had significant antibody titers to L. pneumophila serogroup 1. One clinically suspected case of legionnaires' disease and one confirmed case were subsequently diagnosed among passengers cruising on the same ship in November 1995 and October 1996, respectively. This is the first documented evidence of the involvement of a water supply system in the transmission of legionella infection on ships. These cases were identified because of the presence of a unique international system of surveillance and collaboration between public health authorities.

  12. Chemical and microbial characteristics of municipal drinking water supply systems in the Canadian Arctic.

    Science.gov (United States)

    Daley, Kiley; Truelstrup Hansen, Lisbeth; Jamieson, Rob C; Hayward, Jenny L; Piorkowski, Greg S; Krkosek, Wendy; Gagnon, Graham A; Castleden, Heather; MacNeil, Kristen; Poltarowicz, Joanna; Corriveau, Emmalina; Jackson, Amy; Lywood, Justine; Huang, Yannan

    2017-06-13

    Drinking water in the vast Arctic Canadian territory of Nunavut is sourced from surface water lakes or rivers and transferred to man-made or natural reservoirs. The raw water is at a minimum treated by chlorination and distributed to customers either by trucks delivering to a water storage tank inside buildings or through a piped distribution system. The objective of this study was to characterize the chemical and microbial drinking water quality from source to tap in three hamlets (Coral Harbour, Pond Inlet and Pangnirtung-each has a population of water conveyance. Generally, the source and drinking water was of satisfactory microbial quality, containing Escherichia coli levels of water in households receiving trucked water contained less than the recommended 0.2 mg/L of free chlorine, while piped drinking water in Iqaluit complied with Health Canada guidelines for residual chlorine (i.e. >0.2 mg/L free chlorine). Some buildings in the four communities contained manganese (Mn), copper (Cu), iron (Fe) and/or lead (Pb) concentrations above Health Canada guideline values for the aesthetic (Mn, Cu and Fe) and health (Pb) objectives. Corrosion of components of the drinking water distribution system (household storage tanks, premise plumbing) could be contributing to Pb, Cu and Fe levels, as the source water in three of the four communities had low alkalinity. The results point to the need for robust disinfection, which may include secondary disinfection or point-of-use disinfection, to prevent microbial risks in drinking water tanks in buildings and ultimately at the tap.

  13. Sustainability evaluation of water supply technologies

    DEFF Research Database (Denmark)

    Godskesen, Berit

    - & stormwater harvesting as the most environmentally friendly technology followed by the cases relying on groundwater abstraction. The least favorable case is desalination of seawater. Rain- & stormwater harvesting and desalination have markedly lower environmental impacts in the use stage compared to the base...... the main driver is the limitations of the available resource from the groundwater bodies. The environmental impact of products and systems can be evaluated by life-cycle assessment (LCA) which is a comprehensive and dominant decision support tool capable of evaluating a water system from the cradle...... to the grave. The first aim of this PhD thesis was to assess the environmental impacts of water supply technologies. For this LCA was used to compare the impacts of Copenhagen’s water supply technology of today with relevant cases considered for implementation in future water supply. The importance of placing...

  14. Microgravity effects on water supply and substrate properties in porous matrix root support systems

    Science.gov (United States)

    Bingham, G. E.; Jones, S. B.; Or, D.; Podolski, I. G.; Levinskikh, M. A.; Sytchov, V. N.; Ivanova, T.; Kostov, P.; Sapunova, S.; Dandolov, I.; Bubenheim, D. B.; Jahns, G.; Campbell, W. F. (Principal Investigator)

    2000-01-01

    The control of water content and water movement in granular substrate-based plant root systems in microgravity is a complex problem. Improper water and oxygen delivery to plant roots has delayed studies of the effects of microgravity on plant development and the use of plants in physical and mental life support systems. Our international effort (USA, Russia and Bulgaria) has upgraded the plant growth facilities on the Mir Orbital Station (OS) and used them to study the full life cycle of plants. The Bulgarian-Russian-developed Svet Space Greenhouse (SG) system was upgraded on the Mir OS in 1996. The US developed Gas Exchange Measurement System (GEMS) greatly extends the range of environmental parameters monitored. The Svet-GEMS complex was used to grow a fully developed wheat crop during 1996. The growth rate and development of these plants compared well with earth grown plants indicating that the root zone water and oxygen stresses that have limited plant development in previous long-duration experiments have been overcome. However, management of the root environment during this experiment involved several significant changes in control settings as the relationship between the water delivery system, water status sensors, and the substrate changed during the growth cycles. c 2001 Published by Elsevier Science Ltd. All rights reserved.

  15. Qanat -a unique system of water supply in iran. Specifics of structures and principles of engineering devices

    Directory of Open Access Journals (Sweden)

    Rodionovskaya Inna Serafimovna

    2016-11-01

    Full Text Available A considerable part of the world population is living in a geographical belt of hot and dry climate. The rainfalls there are rare and there is lack of fresh water basins and water sources. That’s why a powerful water supply system was developed here, which has been operating for centuries, and a technology of its construction has been improved to the level of art. The specific nature of hydro-technical water supply system of Iranian settlements is considered in this article. Such specificity is typical for the regions with mountain relief in the conditions of hot-dry climate. Also, the construction characteristics of the system, its structure and building components are given as well as short information about the features of buildings constructions and their technical operation. Functional, urban-architectural and environmental aspects are considered; the influence of the hydraulic system on the population resettlement is specified. The role of these structures is noted in respect of environment greening. Informational and cognitive nature of the given material allows using it in educational process of architects and civil engineers, expanding their professional horizons, as well as in scientific researches aimed at finding the ways of ecologization of modern architectural environment in the condition of urbanization development.

  16. Formation of organic iodine supplied as iodide in a soil-water system in Chiba, Japan.

    Science.gov (United States)

    Shimamoto, Yoko S; Takahashi, Yoshio; Terada, Yasuko

    2011-03-15

    Speciation of iodine in a soil-water system was investigated to understand the mechanism of iodine mobility in surface environments. Iodine speciation in soil and pore water was determined by K-edge XANES and HPLC-ICP-MS, respectively, for samples collected at a depth of 0-12 cm in the Yoro area, Chiba, Japan. Pore water collected at a 0-6 cm depth contained 50%-60% of organic iodine bound to dissolved organic matter, with the other portion being I(-). At a 9-12 cm depth, 98% of iodine was in the form of dissolved I(-). In contrast, XANES analysis revealed that iodine in soil exists as organic iodine at all depths. Iodine mapping of soil grains was obtained using micro-XRF analysis, which also indicated that iodine is bound to organic matter. The activity of laccase, which has the ability to oxidize I(-) to I(2), was high at the surface of the soil-water layer, suggesting that iodide oxidizing enzymes can promote iodine organification. The distribution coefficient of organic iodine in the soil-water system was more than 10-fold greater than that of iodide. Transformation of inorganic iodine to organic iodine plays an important role in iodine immobilization, especially in a surface soil-water system.

  17. Study on the introduction of hazard analysis and critical control point (HACCP) concept of the water quality management in water supply systems.

    Science.gov (United States)

    Yokoi, H; Embutsu, I; Yoda, M; Waseda, K

    2006-01-01

    In the latest revision in 2004, the 3rd edition, the Water Safety Plans (WSP) was newly introduced into the World Health Organization (WHO) Guidelines for Drinking Water Quality. The Hazard analysis and critical control point (HACCP) is a basic concept that underlies the WSPs, and is also known as the product quality management method in the field of food and the medical manufacturing industries. In the amendments of the Drinking Water Quality Standards in Japan, water suppliers are required to reasonably achieve both safe water and efficient water quality management. Therefore, the HACCP concept is focused as an adequate management method covering a whole process of water supply systems, in a systematic way. The purpose of this study is to investigate a practical procedure in introducing the HACCP into water quality management in Japan. In comparison to conventional applications of the HACCP, unmanageable variations of raw water quality, continuous treatment and supply, and numerous standards of water quality items need to be considered. The HACCP system is expected to achieve a quick response to improvements in water quality, accountability towards consumers and a decrease in accidents.

  18. A Fuzzy Expert System for Fault Management of Water Supply Recovery in the ALSS Project

    Science.gov (United States)

    Tohala, Vapsi J.

    1998-01-01

    Modeling with a new software is a challenge. CONFIG is a challenge and is design to work with many types of systems in which discrete and continuous processes occur. The CONFIG software was used to model the two subsystem of the Water Recovery system: ICB and TFB. The model worked manually only for water flows with further implementation to be done in the future. Activities in the models are stiff need to be implemented based on testing of the hardware for phase III. More improvements to CONFIG are in progress to make it a more user friendly software.

  19. A risk-based framework to assess long-term effects of policy and water supply changes on water resources systems

    Science.gov (United States)

    Hassanzadeh, Elmira; Elshorbagy, Amin; Wheater, Howard; Gober, Patricia

    2015-04-01

    Climate uncertainty can affect water resources availability and management decisions. Sustainable water resources management therefore requires evaluation of policy and management decisions under a wide range of possible future water supply conditions. This study proposes a risk-based framework to integrate water supply uncertainty into a forward-looking decision making context. To apply this framework, a stochastic reconstruction scheme is used to generate a large ensemble of flow series. For the Rocky Mountain basins considered here, two key characteristics of the annual hydrograph are its annual flow volume and the timing of the seasonal flood peak. These are perturbed to represent natural randomness and potential changes due to future climate. 30-year series of perturbed flows are used as input to the SWAMP model - an integrated water resources model that simulates regional water supply-demand system and estimates economic productivity of water and other sustainability indicators, including system vulnerability and resilience. The simulation results are used to construct 2D-maps of net revenue of a particular water sector; e.g., hydropower, or for all sectors combined. Each map cell represents a risk scenario of net revenue based on a particular annual flow volume, timing of the peak flow, and 200 stochastic realizations of flow series. This framework is demonstrated for a water resources system in the Saskatchewan River Basin (SaskRB) in Saskatchewan, Canada. Critical historical drought sequences, derived from tree-ring reconstructions of several hundred years of annual river flows, are used to evaluate the system's performance (net revenue risk) under extremely low flow conditions and also to locate them on the previously produced 2D risk maps. This simulation and analysis framework is repeated under various reservoir operation strategies (e.g., maximizing flood protection or maximizing water supply security); development proposals, such as irrigation

  20. On design ideas for water-supply system of mines%谈矿井供水系统的设计思路

    Institute of Scientific and Technical Information of China (English)

    王秉涛

    2015-01-01

    Taking the design for the water-supply system of mines as the research objects,combining with the type of water-supply system,the paper illustrates the design methods and ideas for the living water supply system,water-supply system for surface production,fire-fighting water-supply system,fire-fighting under mines,and the system for watering,so as to have the reasonable design for the water-supply system of mines and the effective use of water resources.%以矿井供水系统设计为研究对象,结合供水系统的类型,对生活供水系统、地面生产供水系统、消防供水系统、井下消防、洒水供水系统的设计方法及思路作了阐述,以合理设计矿井供水系统,有效利用水资源。

  1. Chemical and microbial characteristics of municipal drinking water supply systems in the Canadian Arctic

    DEFF Research Database (Denmark)

    Daley, Kiley; Hansen, Lisbeth Truelstrup; Jamieson, Rob C.

    2017-01-01

    inside buildings or through a piped distribution system. The objective of this study was to characterize the chemical and microbial drinking water quality from source to tap in three hamlets (Coral Harbour, Pond Inlet and Pangnirtung-each has a population of 0.2 mg/L free chlorine). Some buildings...

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

    DEFF Research Database (Denmark)

    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....

  3. Environmental performance evaluation of hot water supplying systems for domestic use

    Directory of Open Access Journals (Sweden)

    Luiz Alexandre Kulay

    2015-04-01

    Full Text Available The consumption profile of Brazilian citizens is changing as alternatives are sought to reduce costs. A major focus of this change of attitude involves expenditures for electricity, particularly in relation to water heating systems. The manufacturers of these devices add value to their products beyond price. A usual strategy is the enhancement of the environmental performance of the product. This study compared four water heating systems: electric, gas, solar and hybrid, using an environmental perspective. The systems were operated under similar conditions. The analysis was conducted by using the Life Cycle Assessment technique, for the impact categories of Climate Change, Acidification Eutrophication and Water, Metal and Fossil Resource depletion. The results indicated that the electric and hybrid systems are less harmful to the environment for all the impact categories under analysis. On the other hand, the gas system provided the worst performance of the group. The solar heating system was penalized due to its dependence on electricity to operate under the conditions in which the study was conducted.

  4. Development of a System for Rapid Detection of Contaminants in Water Supplies Using Magnetic Resonance and Nanoparticles

    Energy Technology Data Exchange (ETDEWEB)

    Lowery, Thomas J; Neely, Lori; Chepin, James; Wellman, Parris; Toso, Ken; Murray, Paul; Audeh, Mark; Demas, Vasiliki; Palazzolo, Robert; Min, Michael; Phung, Nu; Blanco, Matt; Raphel, Jordan; O' Neil, Troy

    2010-09-14

    To keep the water supply safe and to ensure a swift and accurate response to a water supply contamination event, rapid and robust methods for microbial testing are necessary. Current technologies are complex, lengthy and costly and there is a need for rapid, reliable, and precise approaches that can readily address this fundamental security and safety issue. T2 Biosystems is focused on providing solutions to this problem by making breakthroughs in nanotechnology and biosensor techniques that address the current technical restrictions facing rapid, molecular analysis in complex samples. In order to apply the T2 Biosystems nucleic acid detection procedure to the analysis of nucleic acid targets in unprocessed water samples, Bacillus thuringeinsis was selected as a model organism and local river water was selected as the sample matrix. The initial assay reagent formulation was conceived with a manual magnetic resonance reader, was optimized using a high throughput system, and transferred back to the MR reader for potential field use. The final assay employing the designed and manufactured instruments was capable of detecting 10 CFU/mL of B. thuringiensis directly within the environmental water sample within 90 minutes. Further, discrimination of two closely related species of Bacilli was accomplished using the methods of this project; greater than 3-fold discrimination between B. cereus and B. thuringiensis at a concentrations spanning 10 CFU/mL to 10{sup 5} CFU/mL was observed.

  5. Natural and human drivers of salinity in reservoirs and their implications in water supply operation through a Decision Support System

    Science.gov (United States)

    Contreras, Eva; Gómez-Beas, Raquel; Linares-Sáez, Antonio

    2016-04-01

    Salt can be a problem when is originally in aquifers or when it dissolves in groundwater and comes to the ground surface or flows into streams. The problem increases in lakes hydraulically connected with aquifers affecting water quality. This issue is even more alarming when water resources are used for urban and irrigation supply and water quantity and quality restrict that water demand. This work shows a data based and physical modeling approach in the Guadalhorce reservoir, located in southern Spain. This water body receives salt contribution from mainly groundwater flow, getting salinity values in the reservoir from 3500 to 5500 μScm-1. Moreover, Guadalhorce reservoir is part of a complex system of reservoirs fed from the Guadalhorce River that supplies all urban, irrigation, tourism, energy and ecology water uses, which makes that implementation and validation of methods and tools for smart water management is required. Meteorological, hydrological and water quality data from several monitoring networks and data sources, with both historical and real time data during a 40-years period, were used to analyze the impact salinity. On the other hand, variables that mainly depend on the dam operation, such as reservoir water level and water outflow, were also analyzed to understand how they affect to salinity in depth and time. Finally surface and groundwater inflows to the reservoir were evaluated through a physically based hydrological model to forecast when the major contributions take place. Reservoir water level and surface and groundwater inflows were found to be the main drivers of salinity in the reservoir. When reservoir water level is high, daily water inflow around 0.4 hm3 causes changes in salinity (both drop and rise) up to 500 μScm-1, but no significant changes are found when water level falls 2-3 m. However the gradual water outflows due to dam operation and consequent decrease in reservoir water levels makes that, after dry periods, salinity

  6. 9 CFR 354.224 - Water supply.

    Science.gov (United States)

    2010-01-01

    ... 9 Animals and Animal Products 2 2010-01-01 2010-01-01 false Water supply. 354.224 Section 354.224....224 Water supply. The water supply shall be ample, clean, and potable with adequate facilities for its distribution in the plant and its protection against contamination and pollution. (a) Hot water at...

  7. Flux Vector Splitting Schemes for Water Hammer Flows in Pumping Supply Systems with Air Vessels

    Institute of Scientific and Technical Information of China (English)

    Qiang Sun; Yuebin Wu; Ying Xu; Tae Uk Jang

    2015-01-01

    To solve water hammer problems in pipeline systems, many numerical simulation approaches have been developed. This paper improves a flux vector splitting ( FVS) scheme whose grid is the same as the fixed⁃grid MOC scheme. The proposed FVS scheme is used to analyze water hammer problems caused by a pump abrupt shutdown in a pumping system with an air vessel. This paper also proposes a pump⁃valve⁃vessel model combining a pump⁃valve model with an air vessel model. The results show that the data obtained by the FVS scheme are similar to the ones obtained by the fixed⁃grid method of characteristics ( MOC ) . And the results using the pump⁃valve⁃vessel model are almost the same as the ones using both the pump⁃valve model and the air vessel model. Therefore, it is effective that the proposed FVS scheme is used to solve water hammer problems and the pump⁃valve⁃vessel model replaces both the pump⁃valve model and the air vessel model to simulate water hammer flows in the pumping system with the air vessel.

  8. Optimization of Water Hammer Protection in Water Supply System for Pump Station%泵站供水系统水锤防护措施优化

    Institute of Scientific and Technical Information of China (English)

    梅红

    2012-01-01

    In order to ensure the safe operation of water supply system in pump station, priority scheme of overflow type surge tank is selected and water hammer protection measures in the water supply system are discussed. The surge tank is adjacent to the pump station, which would reduce the water hammer pressure of pump starting and ensure the water supply system safety. The practice operation in pump station also proves the rationality of design scheme.%为确保泵站供水系统的安全运行,通过对供水系统水锤防护措施的多方案分析研究,优选了溢流式调压塔.调压塔紧邻泵站布置,有利于消减水泵开停机产生的水锤压力,供水系统运行安全可靠.泵站工程运行实践验证了水锤防护设计方案的合理性.

  9. Thermal Modelling of Water-Based Floor Heating Systems - supply temperature optimisation and self-regulating effects

    Energy Technology Data Exchange (ETDEWEB)

    Karlsson, Henrik

    2010-03-15

    Low temperature water-based concrete embedded floor heating systems are studied. The utilisation of low quality heat sources is facilitated by low temperature heating. Theoretical models which describe the transient thermal floor heating operation constitute the basis for the analysis. The combination of building, floor heating element, heat gains and control system is described by a set of theoretical models. In particular, a numerical floor heating element model is developed and verified by comparison with results from heat transfer software and published experimental results. A model based predictive control method is applied in order to find an optimised supply fluid temperature. The aim is to keep the upcoming operative temperature within a comfort interval and at the same time constrain the supply heat flux within practical limits. A discrete transient response factor method is utilised by a numerical optimisation algorithm that iteratively finds an optimised solution. The response factor method describes the relation between a piecewise constant supply heat flux and the succeeding shift in indoor temperature. The stability of the system has been studied; the initial delay time caused by the time needed for a heat front to conduct from the depth of the embedded circuit towards the interior sets a limit for the applied period time in the discrete response method. The predictive optimisation method has been applied in a realistic case where the operative temperature is successfully kept within the comfort interval. The self-regulation ability due to a thermal perturbance in the case of feed-forward controlled supply temperature is studied separately. Such system counteracts any non-periodic thermal perturbance by shifting the supplied heat flux in the opposite direction. The outcome is a more even indoor temperature and enhanced utilisation of heat gains. Transient response functions which quantify the involved thermal processes are derived by the developed

  10. 高层建筑生活给水系统方案的探讨%Discussion on the Water Supply System Scheme of High-rise Building

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    This paper focuses on the classification and the ch-aracteristics of high-rise buildings, technical requirements for domestic water supply system of high-rise building, water su-pply system of high-rise building water supply mode, and so on.%  本文着重阐述高层建筑的划分与特点,高层建筑生活给水系统的技术要求,高层建筑给水系统给水方式等。

  11. Drinking water quality assessment and corrosion mitigation in the hospital water supply system of Chacas Village (Peru

    Directory of Open Access Journals (Sweden)

    Riccardo Bigoni

    2014-07-01

    Full Text Available Rural hospitals in developing countries often lack appropriate water treatments to assure their water needs. In these facilities, due to water different uses and its use with medical equipment, water quality problems can cause very hazardous situations. In particular, corrosion of water distribution systems is a common issue that can cause unwanted changes in water quality and failures of the distribution system’s pipes. These considerations suggest that a complete monitoring program and water treatments to control and guarantee the water quality would be required in each health-care facility. This study assessed the quality of the water at the rural hospital of Chacas (Peru as measured via specific physical-chemical and microbiological parameters. The results show that the chemical and microbiological qualities of the water generally worsen from catchment to the hospital’s taps. Moreover, this work investigated the effects of a dolomite limestone filter installed to adjust the quality of the water distributed at the hospital and thereby mitigate the water’s corrosiveness. Corrosion indices were calculated to provide useful information on the water’s corrosiveness and positive results were obtained in reducing corrosiveness after the installation of the dolomite filter.

  12. Intermittent Water Supply: Prevalence, Practice, and Microbial Water Quality.

    Science.gov (United States)

    Kumpel, Emily; Nelson, Kara L

    2016-01-19

    Intermittent water supplies (IWS), in which water is provided through pipes for only limited durations, serve at least 300 million people around the world. However, providing water intermittently can compromise water quality in the distribution system. In IWS systems, the pipes do not supply water for periods of time, supply periods are shortened, and pipes experience regular flow restarting and draining. These unique behaviors affect distribution system water quality in ways that are different than during normal operations in continuous water supplies (CWS). A better understanding of the influence of IWS on mechanisms causing contamination can help lead to incremental steps that protect water quality and minimize health risks. This review examines the status and nature of IWS practices throughout the world, the evidence of the effect of IWS on water quality, and how the typical contexts in which IWS systems often exist-low-income countries with under-resourced utilities and inadequate sanitation infrastructure-can exacerbate mechanisms causing contamination. We then highlight knowledge gaps for further research to improve our understanding of water quality in IWS.

  13. Documentation for the U.S. Geological Survey Public-Supply Database (PSDB): a database of permitted public-supply wells, surface-water intakes, and systems in the United States

    Science.gov (United States)

    Price, Curtis V.; Maupin, Molly A.

    2014-01-01

    The U.S. Geological Survey (USGS) has developed a database containing information about wells, surface-water intakes, and distribution systems that are part of public water systems across the United States, its territories, and possessions. Programs of the USGS such as the National Water Census, the National Water Use Information Program, and the National Water-Quality Assessment Program all require a complete and current inventory of public water systems, the sources of water used by those systems, and the size of populations served by the systems across the Nation. Although the U.S. Environmental Protection Agency’s Safe Drinking Water Information System (SDWIS) database already exists as the primary national Federal database for information on public water systems, the Public-Supply Database (PSDB) was developed to add value to SDWIS data with enhanced location and ancillary information, and to provide links to other databases, including the USGS’s National Water Information System (NWIS) database.

  14. MPC control of water supply networks

    DEFF Research Database (Denmark)

    Baunsgaard, Kenneth Marx Hoe; Ravn, Ole; Kallesoe, Carsten Skovmose;

    2016-01-01

    This paper investigates the modelling and predictive control of a drinking water supply network with the aim of minimising the energy and economic cost. A model predictive controller, MPC, is applied to a nonlinear model of a drinking water network that follows certain constraints to maintain...... consumer pressure desire. A model predictive controller, MPC, is based on a simple model that models the main characteristics of a water distribution network, optimizes a desired cost minimisation, and keeps the system inside specified constraints. In comparison to a logic (on/off) control design......, controlling the drinking water supply network with the MPC showed reduction of the energy and the economic cost of running the system. This has been achieved by minimising actuator control effort and by shifting the actuator use towards the night time, where energy prices are lower. Along with energy cost...

  15. An Analysis of Water Hammer Sensitivity in Double-pump Water Supply Systems%双泵给水系统水锤敏感度分析

    Institute of Scientific and Technical Information of China (English)

    韩伟实; 王鑫; 幸奠川; 王明鹤

    2012-01-01

    In this paper, based on the model of a specific parallel two-pump water supply system, the numerical simulation and quan- titative analysis of water hammer of this water supply system are carried out, with emphasis on sensitivity analysis of water hammer. The research results show that the effect of flow on water hammers is significant, with the initial flow rate increasing, fluctuations of pressure increases significantly. As the moment of inertia of centrifugal increases, the water hammer effect will be weakened. In the case of constant water supply, the increase of diameter of the pipeline will ease water hammer pressure. In addition, the ways of the control valve closes will have a significant impact on the water hammer effect.%建立双泵并联给水系统,对本给水系统水锤过程进行了数值模拟以及定量分析,重点进行双泵给水系统水锤作用敏感度分析。结果表明:初始流量对水锤作用效果影响明显,随着初始流量增大,输水管道后压差波动明显增强;离心泵转动惯量增加,停泵水锤作用效果将减弱;输水流量不变情况下,输水管道管径增加将缓解水锤压力;另外,改变调节阀关闭方式也将对水锤效果产生明显影响。

  16. 25 CFR 137.1 - Water supply.

    Science.gov (United States)

    2010-04-01

    ... 25 Indians 1 2010-04-01 2010-04-01 false Water supply. 137.1 Section 137.1 Indians BUREAU OF... CARLOS INDIAN IRRIGATION PROJECT, ARIZONA § 137.1 Water supply. The engineering report dealt with in... capacity of the San Carlos reservoir created by the Coolidge Dam and the water supply therefor over...

  17. Participatory Demand-supply Systems

    NARCIS (Netherlands)

    Rezaee, S.A.; Oey, M.A.; Nevejan, C.I.M.; Brazier, F.M.

    2015-01-01

    Introducing the notion of Participatory Demand-Supply (PDS) systems as socio-technical systems, this paper focuses on a new approach to coordinating demand and supply in dynamic environments. A participatory approach to demand and supply provides a new frame of reference for system design, for which

  18. Participatory Demand-supply Systems

    NARCIS (Netherlands)

    Rezaee, S.A.; Oey, M.A.; Nevejan, C.I.M.; Brazier, F.M.

    2015-01-01

    Introducing the notion of Participatory Demand-Supply (PDS) systems as socio-technical systems, this paper focuses on a new approach to coordinating demand and supply in dynamic environments. A participatory approach to demand and supply provides a new frame of reference for system design, for which

  19. Application research of risk management in urban water supply system%风险管理在城市供水系统中的应用研究

    Institute of Scientific and Technical Information of China (English)

    赵伟霞; 叶春明; 蔡云龙

    2012-01-01

    Water supply industry is the fundamental industry which is beneficial to the people's livelihood,and ensuring the safety of water supply is a very important task.Risk management can predetermine and distinguish the risk source in the system,and eliminate or control risk events.It has very important significance to use the risk management theory into the city water supply system which can safeguard our country city water supply system security.From the water supply risk concepts and so on,based on the existing risk management process and the characteristics of the city water supply system,we establish the process of the city water supply system risk management and explore the basic steps of the city water supply system risk management.%供水行业是关乎国计民生的基础产业,保障供水安全是非常重要的任务。风险管理可以预先识别系统中的风险源,预先消除和控制风险事件的发生。将风险管理的相关理论系统应用在城市供水系统中,对保障我国城市供水系统的安全具有非常重要的意义。从供水系统的风险概念等理论入手,根据现有的风险管理流程结合城市供水系统特点,建立城市供水系统风险管理流程,并对供水企业开展风险管理的基本实施步骤进行探索。

  20. 供水管网漏损评估与控制方法%Assessment and Control of Water Leakage from Water Supply System

    Institute of Scientific and Technical Information of China (English)

    李飞; 陶涛

    2012-01-01

    With the increasing popularity of the concepts of sustainable development, economic efficiency and environmental protection, the problem of losses from water supply systems is of international concern. Leakage is not just an economic issue for water companies but it is also a problem related to environmental health and safety. Methods for water leakage assessment and control management were discussed. The state-of-the-art in management of water leakage was overviewed. The objective was to obtain the information of water supply system by using low cost means and find practicable methods to improve the operation and reliability of water supply system. The advantages and disadvantages of all existing methods for assessment and control of water leakage were analyzed to provide proposals for the future.%随着可持续发展、经济高效性以及环境保护理念深入人心,供水管网的漏损问题已成为国际热点.漏损并不仅是水务公司所关注的经济议题,更是一项涉及环境安全与健康的问题.主要探讨了漏损的评估和控制管理,以全面的视角审视漏损技术管理水平,旨在依据低成本的手段获取管网信息,寻求切实可行的方法来改善供水管网的运行状况,提高供水的可靠性.通过对现存漏损评估和控制方法的优劣分析,为未来漏损领域的研究工作提供建议.

  1. 18 CFR 801.6 - Water supply.

    Science.gov (United States)

    2010-04-01

    ... 18 Conservation of Power and Water Resources 2 2010-04-01 2010-04-01 false Water supply. 801.6 Section 801.6 Conservation of Power and Water Resources SUSQUEHANNA RIVER BASIN COMMISSION GENERAL POLICIES § 801.6 Water supply. (a) The Susquehanna River Basin is rich in water resources. With...

  2. A decision support system for water supply in watersheds with recurrent wildfires

    Science.gov (United States)

    Santos, Regina; Fernandes, Luís; Pereira, Mário; Cortes, Rui; Pacheco, Fernando

    2015-04-01

    area which was covered by scrubs (69%), forests (22%) and heterogeneous agricultural areas (9%). A close relationship was found between the concentration of phosphorus in river water and the occurrence of forest fires. The annual and monthly phosphorus concentrations are influenced by the burned area and the river flow discharge. However, the hydrologic conditions prevail in the sense that, for similar values of burnt area, the maximum phosphorous concentration is higher in dry than in wet years. In addition, the phosphorus concentrations in the water bodies exceeded the limits imposed by the National and European legislation for good ecological status, human consumption and multiple uses mostly in last years of the study period. The fire frequency is a key variable in the planning and management of water bodies within a fire-prone watershed. The impacts of wildfires on water quality may become periodical instead of occasional as a consequence of the reduced precipitation and increased fire frequency and intensity projected for the near future climate. This work was supported by national funds by FCT - Portuguese Foundation for Science and Technology, under the project PEst-OE/AGR/UI4033/2014 and by the project SUSTAINSYS: Environmental Sustainable Agro-Forestry Systems (NORTE-07-0124-FEDER-000044), financed by the North Portugal Regional Operational Programme (ON.2 - O Novo Norte), under the National Strategic Reference Framework (QREN), through the European Regional Development Fund (FEDER), as well as by National Funds (PIDDAC) through the Portuguese Foundation for Science and Technology (FCT/MEC).

  3. Operational optimisation of water supply networks using a fuzzy ...

    African Journals Online (AJOL)

    Operational optimisation of water supply networks using a fuzzy system. ... This paper presents a fuzzy system to control the pressure in a water distribution network, by using valves and controlling the rotor speed of the ... Article Metrics.

  4. 基于PLC的恒压供水系统设计%The constant pressure water supply system based on PLC design

    Institute of Scientific and Technical Information of China (English)

    李珊珊

    2014-01-01

    With the rapid development of social economy, people on the requirement of increasing the quality of water supply and water supply system reliability, however, today's water supply system original deficiencies exist - lack of water and electricity supply pressure. Complete water supply system is through the automatic control technology, computer technology and communication technology to build, the water supply system can achieve high performance and low power consumption.%随着社会经济的迅速发展,人们对供水质量和供水系统可靠性的要求不断提高,然而现如今的供水系统存在着原始不足之处-水电供应压力不足。完善的供水系统是通过自动控制技术、计算机技术以及通信技术来构建的,这样的供水系统可以达到高性能、低能耗的目标。

  5. Activities in water supply and sanitation.

    Science.gov (United States)

    1997-01-01

    The Economic and Social Council for Asia and the Pacific (ESCAP) held a regional workshop in Thailand in 1992 to demonstrate how women's involvement at all levels of environmentally sound and sustainable water supply and sanitation programs and projects could be made more effective, easier, and productive. Using the same modules, with the support of other organizations such as the Department of Development Support and Management Services, ESCAP conducted four more workshops in the Philippines, Lao People's Democratic Republic (PDR), Vietnam, and Thailand in 1995. In the Philippines, the National Commission on the Role of Filipino Women expressed its intention to adapt the modules for the country. In the Lao PDR, three project ideas were proposed which would assist the Lao Women Union in gaining knowledge on the planning, implementation, operation, and management of water supply and sanitation projects at the national, regional and project levels. In Vietnam, three main directions for action were identified for the promotion of close and active cooperation between the Rural Water Supply and Environmental Sanitation Centres and the system of the Women Union of Vietnam. In Thailand, the National Committee on Health and Environment of the National Commission on Women's Affairs expressed its willingness to seek budgetary allocation for the promotion of women's role in water supply and sanitation.

  6. Scheduling Future Water Supply Investments Under Uncertainty

    Science.gov (United States)

    Huskova, I.; Matrosov, E. S.; Harou, J. J.; Kasprzyk, J. R.; Reed, P. M.

    2014-12-01

    Uncertain hydrological impacts of climate change, population growth and institutional changes pose a major challenge to planning of water supply systems. Planners seek optimal portfolios of supply and demand management schemes but also when to activate assets whilst considering many system goals and plausible futures. Incorporation of scheduling into the planning under uncertainty problem strongly increases its complexity. We investigate some approaches to scheduling with many-objective heuristic search. We apply a multi-scenario many-objective scheduling approach to the Thames River basin water supply system planning problem in the UK. Decisions include which new supply and demand schemes to implement, at what capacity and when. The impact of different system uncertainties on scheme implementation schedules are explored, i.e. how the choice of future scenarios affects the search process and its outcomes. The activation of schemes is influenced by the occurrence of extreme hydrological events in the ensemble of plausible scenarios and other factors. The approach and results are compared with a previous study where only the portfolio problem is addressed (without scheduling).

  7. Optics Supply Planning System

    Energy Technology Data Exchange (ETDEWEB)

    Gaylord, J

    2009-04-30

    The purpose of this study is to specify the design for an initial optics supply planning system for NIF, and to present quality assurance and test plans for the construction of the system as specified. The National Ignition Facility (NIF) is a large laser facility that is just starting operations. Thousands of specialized optics are required to operate the laser, and must be exchanged over time based on the laser shot plan and predictions of damage. Careful planning and tracking of optic exchanges is necessary because of the tight inventory of spare optics, and the long lead times for optics procurements and production changes. Automated inventory forecasting and production planning tools are required to replace existing manual processes. The optics groups members who are expected to use the supply planning system are the stakeholders for this project, and are divided into three groups. Each of these groups participated in a requirements specification that was used to develop this design. (1) Optics Management--These are the top level stakeholdersk, and the final decision makers. This group is the interface to shot operations, is ultimately responsible for optics supply, and decides which exchanges will be made. (2) Work Center Managers--This group manages the on site optics processing work centers. They schedule the daily work center operations, and are responsible for developing long term processing, equipment, and staffing plans. (3) Component Engineers--This group manages the vendor contracts for the manufacture of new optics and the off site rework of existing optics. They are responsible for sourcing vendors, negotiating contracts, and managing vendor processes. The scope of this analysis is to describe the structure and design details of a system that will meet all requirements that were described by stakeholders and documented in the analysis model for this project. The design specifies the architecture, components, interfaces, and data stores of the system

  8. Sustainable Biomass Supply Systems

    Energy Technology Data Exchange (ETDEWEB)

    Erin Searcy; Dave Muth; Erin Wilkerson; Shahab Sokansanj; Bryan Jenkins; Peter Titman; Nathan Parker; Quinn Hart; Richard Nelson

    2009-04-01

    The U.S. Department of Energy (DOE) aims to displace 30% of the 2004 gasoline use (60 billion gal/yr) with biofuels by 2030 as outlined in the Energy Independence and Security Act of 2007, which will require 700 million tons of biomass to be sustainably delivered to biorefineries annually. Lignocellulosic biomass will make an important contribution towards meeting DOE’s ethanol production goals. For the biofuels industry to be an economically viable enterprise, the feedstock supply system (i.e., moving the biomass from the field to the refinery) cannot contribute more that 30% of the total cost of the biofuel production. The Idaho National Laboratory in collaboration with Oak Ridge National Laboratory, University of California, Davis and Kansas State University are developing a set of tools for identifying economical, sustainable feedstocks on a regional basis based on biorefinery siting.

  9. Energy-effective method for low-temperature deaeration of make-up water on the heating supply system of heat power plants

    Science.gov (United States)

    Sharapov, V. I.; Pazushkina, O. V.; Kudryavtseva, E. V.

    2016-01-01

    The technology for low-temperature deaeration of make-up water of heating supply systems is developed that makes it possible to substantially enhance the energy efficiency of heat power plants (HPPs). As a desorbing agent for deaeration of make-up water of heating supply systems, it is proposed to use not steam or superheated water but a gas supplied to boiler burners. Natural gas supplied to steam boilers of HPPs has very low or often negative temperature after reducing devices. At the same time, it is virtually corrosive gas-free (oxygen and carbon dioxide) and, therefore, can be successfully used as the desorbing agent for water deaeration. These factors make it possible to perform deaeration of make-up water of heating supply systems at relatively low temperatures (10-30°C). Mixing of the cold deaerated make-up water with the return delivery water results in a significant decrease in the temperature the return delivery water before a lower delivery heater of a dual-purpose turbine plant, increase in the power output with the heat consumption, and, consequently, enhancement in the operation efficiency of the HPP. The article presents the calculation of the consumption of gas theoretically required for deaeration and reveals the evaluation of the energy efficiency of the technology for a typical energy unit of thermal power station. The mass transfer efficiency of the deaeration of the make-up water of heating supply systems is estimated for the case of using natural gas as the desorbing agent for which the specific gas consumption required theoretically for deaeration is calculated. It is shown that the consumption of natural gas used as fuel in boilers of HPPs is sufficient for the deaeration of any volumes of the make-up water of heating supply systems. The energy efficiency of the developed technology is evaluated for a typical heat power-generating unit of the HPP with a T-100-12.8 turbine. The calculation showed that the application of the new technology

  10. Water Supply Protection Areas, Surface Water Protection Areas; Drainage areas contributing to drinking water supply reservoirs serving public water systems in Rhode Island. Includes areas in Massachusetts contributing to Woonsocket Water Supply, Published in 2002, 1:4800 (1in=400ft) scale, State of Rhode Island and Providence Plantations.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Supply Protection Areas dataset, published at 1:4800 (1in=400ft) scale, was produced all or in part from Published Reports/Deeds information as of 2002....

  11. 46 CFR 76.25-15 - Pumps and water supply.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 3 2010-10-01 2010-10-01 false Pumps and water supply. 76.25-15 Section 76.25-15... EQUIPMENT Automatic Sprinkling System, Details § 76.25-15 Pumps and water supply. (a) An automatically... water from the two highest fire hose outlets in a manner similar to that described in §...

  12. Energetic efficiency in water supply and sanitation systems; Eficientizacao energetica em sistemas de abastecimento de agua e saneamento

    Energy Technology Data Exchange (ETDEWEB)

    Leal, Lydiane Abdon; Barbosa, Paulo Sergio Franco [Universidade Estadual de Campinas, SP (Brazil)

    2004-11-01

    This paper describes energy efficiency programs developed by two foreigners and two brazilian water supply companies, showing the interdependence between water and energy consumptions. The work indicates the procedure for the conception of a data bank containing important information for the success of energy efficiency programs in the sector.

  13. On inclusion of water resource management in Earth System models – Part 2: Representation of water supply and allocation and opportunities for improved modeling

    Directory of Open Access Journals (Sweden)

    A. Nazemi

    2014-07-01

    Full Text Available Human water use has significantly increased during the recent past. Water allocation from surface and groundwater sources has altered terrestrial discharge and storage, with large variability in time and space. Water supply and allocation, therefore, should be considered with water demand and appropriately included in large-scale models to address various online and offline implications, with or without considering possible climate interactions. Here, we review the algorithms developed to represent the elements of water supply and allocation in large-scale models, in particular Land Surface Schemes and Global Hydrologic Models. We noted that some potentially-important online implications, such as the effects of large reservoirs on land-atmospheric feedbacks, have not yet been addressed. Regarding offline implications, we find that there are important elements, such as groundwater availability and withdrawals, and the representation of large reservoirs, which should be improved. Major sources of uncertainty in offline simulations include data support, water allocation algorithms and host large-scale models. Considering these findings with those highlighted in our companion paper, we note that advancements in computation, host models, system identification algorithms as well as remote sensing and data assimilation products can facilitate improved representations of water resource management at larger scales. We further propose a modular development framework to consider and test multiple datasets, algorithms and host models in a unified model diagnosis and uncertainty assessment framework. We suggest that such a framework is required to systematically improve current representations of water resource management in Earth System models. A key to this development is the availability of regional scale data. We argue that the time is right for a global initiative, based on regional case studies, to move this agenda forward.

  14. Co-Production Performance Evaluation of a Novel Solar Combi System for Simultaneous Pure Water and Hot Water Supply in Urban Households of UAE

    Directory of Open Access Journals (Sweden)

    Nutakki Tirumala Uday Kumar

    2017-04-01

    Full Text Available Water is the most desirable and sparse resource in Gulf cooperation council (GCC region. Utilization of point-of-use (POU water treatment devices has been gaining huge market recently due to increase in knowledge of urban population on health related issues over contaminants in decentralized water distribution networks. However, there is no foolproof way of knowing whether the treated water is free of contaminants harmful for drinking and hence reliance on certified bottled water has increased worldwide. The bottling process right from treatment to delivery is highly unsustainable due to huge energy demand along the supply chain. As a step towards sustainability, we investigated various ways of coupling of membrane distillation (MD process with solar domestic heaters for co-production of domestic heat and pure water. Performance dynamics of various integration techniques have been evaluated and appropriate configuration has been identified for real scale application. A solar combi MD (SCMD system is experimentally tested for single household application for production 20 L/day of pure water and 250 L/day of hot water simultaneously without any auxiliary heating device. The efficiency of co-production system is compared with individual operation of solar heaters and solar membrane distillation.

  15. Potential of hybrid PV systems for rural South Africa: addressing income activities and water supply

    CSIR Research Space (South Africa)

    Ortiz, B

    2009-10-01

    Full Text Available The national grid and piping extension for providing electricity and water services will certainly in the coming decades not reach rural areas of many African countries. In order to use and manage local energy and water sources, off-grid power...

  16. Analytical and experimental investigation of chlorine decay in water supply systems under unsteady hydraulic conditions

    DEFF Research Database (Denmark)

    Aisopou, Angeliki; Stoianov, Ivan; Graham, Nigel;

    2013-01-01

    coefficient is defined which depends upon the absolute value of shear stress and the rate of change of shear stress for quasi-unsteady and unsteady-state flows. By coupling novel instrumentation technologies for continuous hydraulic monitoring and water quality sensors for in-pipe water quality sensing...

  17. Serotyping, PCR, phage-typing and antibiotic sensitivity testing of Salmonella serovars isolated from urban drinking water supply systems of Nepal

    DEFF Research Database (Denmark)

    Bhatta, D.R.; Bangtrakulnonth, A.; Tishyadhigama, P.

    2007-01-01

    Aims: To study the occurrence and diversity of Salmonella serovars in urban water supply systems of Nepal. Methods and Results: Occurrence of Salmonella was detected in 42 out of 300 water samples by enrichment culture technique in selenite F broth followed by plating on Salmonella Shigella agar...

  18. Simulating Water-Quality Trends in Public-Supply Wells in Transient Flow Systems

    OpenAIRE

    Jeffrey Starn, J; Green, Christopher T.; Hinkle, Stephen R; Bagtzoglou, Amvrossios C.; Stolp, Bernard J

    2014-01-01

    Models need not be complex to be useful. An existing groundwater-flow model of Salt Lake Valley, Utah, was adapted for use with convolution-based advective particle tracking to explain broad spatial trends in dissolved solids. This model supports the hypothesis that water produced from wells is increasingly younger with higher proportions of surface sources as pumping changes in the basin over time. At individual wells, however, predicting specific water-quality changes remains challenging. T...

  19. Viability of karezes (ancient water supply systems in Afghanistan) in a changing world

    Science.gov (United States)

    Macpherson, G. L.; Johnson, W. C.; Liu, Huan

    2017-07-01

    The Afghanistan population living far from rivers relies upon groundwater delivered from karezes (sub-horizontal tunnels). Karezes exploit unconfined groundwater in alluvial fans recharged largely by snowmelt from the Hindu Kush, the central mountain range of the country. Since the multi-year drought that began in 1998, many karezes have stopped flowing. This study characterizes the hydraulics of a kariz, the potential for reduced groundwater recharge because of climate change, and the impact of increasing population on kariz water production. A typical kariz in Afghanistan is 1-2 km long with a cross-section of 1-2 m2 and gradient of 1 m km-1. MODFLOW simulations show that water delivery from a kariz can be modeled by imposing a high ratio of kariz hydraulic conductivity to aquifer hydraulic conductivity on the cells representing the kariz. The model is sensitive to hydraulic conductivity, kariz gradient, and length of the kariz in contact with the water table. Precipitation data are scarce in Afghanistan, but regional data show a long-term trend of decreased snow cover, and therefore strong likelihood of decreased aquifer recharge. Population in Afghanistan has increased at a rate of about 2.2 % over the past several decades. An assessment of a six-district region within Kandahar Province where karezes are the most likely source of water indicates that water demand could have caused water tables to decline by 0.8-5.6 m, more than enough to cause karezes to stop flowing. These results suggest that kariz water production is not sustainable under current climate- and population-growth trends.

  20. 基于PLC控制的水塔供水系统设计%Water Supply System Design of Water Tower Based on PLC Control

    Institute of Scientific and Technical Information of China (English)

    刘杰

    2014-01-01

    This article compared the traditional control method of automatic water system, designed the electrical control system based on PLC control which has the advantages of high reliability, strong anti-interference ability, convenient programming, ease of use, etc., developed the scheme of using the programmable controller to control the water supply system of water tower, completed the hardware and software design of electrical control system, including PLC model selection, assignment of I/O ports, I/O hardware wiring diagram drawing, PLC ladder program design. This article also elaborated the water supply process of water tower based on PLC control, and gave the corresponding control schematic.%文章在对比了传统的自动供水系统的控制方法,设计了基于PLC控制的电气控制系统,具有可靠性高,抗干扰能力强,编程方便,易于使用等优点,制定了采用可编程控制器控制水塔供水系统的方案,完成了电气控制系统硬件和软件的设计,其中包括PLC机型的选择、I/O端口的分配、I/O硬件接线图的绘制、PLC梯形图程序的设计。文章对PLC控制水塔供水工作过程也作了详细阐述,并给出了相应的控制原理图。

  1. Determination of Chlorine Dioxide and Chlorite in Water Supply Systems by Verified Methods

    Science.gov (United States)

    Tkáčová, Jana; Božíková, Jarmila

    2014-07-01

    This work is dedicated to the development and optimization of appropriate analytical methods for the determination of chlorine dioxide and chlorite in drinking water in order to obtain accurate and correct results in the quality control of drinking water. The work deals with the development and optimization of a method for the determination of chlorine dioxide using chlorophenol red. Furthermore, a new spectrophotometric method for the determination of chlorite via bromometry using methyl orange was developed, optimized and validated. An electrochemical method for the determination of chlorite by flow coulometry was also developed, optimized and validated.

  2. Determination of Chlorine Dioxide and Chlorite in Water Supply Systems by Verified Methods

    Directory of Open Access Journals (Sweden)

    Tkáčová Jana

    2014-07-01

    Full Text Available This work is dedicated to the development and optimization of appropriate analytical methods for the determination of chlorine dioxide and chlorite in drinking water in order to obtain accurate and correct results in the quality control of drinking water. The work deals with the development and optimization of a method for the determination of chlorine dioxide using chlorophenol red. Furthermore, a new spectrophotometric method for the determination of chlorite via bromometry using methyl orange was developed, optimized and validated. An electrochemical method for the determination of chlorite by flow coulometry was also developed, optimized and validated.

  3. An Evaluation of Microbial and Chemical Contamination Sources Related to the Deterioration of Tap Water Quality in the Household Water Supply System

    Directory of Open Access Journals (Sweden)

    Yoonjin Lee

    2013-09-01

    Full Text Available The predominant microorganisms in samples taken from shower heads in residences in the Korean city “N” were Stenotrophomonas maltophilia, Sphingomonas paucimobilis, Acidovorax temperans, and Microbacterium lacticum. Legionella was not detected in this case. The volatile organic compounds (VOCs vinylacetate, NN-DMA, cis-1,2-dichloroethylene, epichlorohydrin, and styrene were measured in five types of plastic pipes: PVC, PB, PP, PE, and cPVC. The rate of multiplication of the heterotrophic plate count (HPC attached on the copper pipe in contact with hot tap water was higher than the rate for the copper pipe in contact with cold tap water. Biofilm accumulation on stainless steel pipes with added acetate (3 mg/L was 2.56 times higher than the non-supplemented condition. Therefore, the growth of HPC in the pipe system was affected by the type and availability of nutrients and depended on variables such as heating during the hot water supply.

  4. An evaluation of microbial and chemical contamination sources related to the deterioration of tap water quality in the household water supply system.

    Science.gov (United States)

    Lee, Yoonjin

    2013-09-06

    The predominant microorganisms in samples taken from shower heads in residences in the Korean city "N" were Stenotrophomonas maltophilia, Sphingomonas paucimobilis, Acidovorax temperans, and Microbacterium lacticum. Legionella was not detected in this case. The volatile organic compounds (VOCs) vinylacetate, NN-DMA, cis-1,2-dichloroethylene, epichlorohydrin, and styrene were measured in five types of plastic pipes: PVC, PB, PP, PE, and cPVC. The rate of multiplication of the heterotrophic plate count (HPC) attached on the copper pipe in contact with hot tap water was higher than the rate for the copper pipe in contact with cold tap water. Biofilm accumulation on stainless steel pipes with added acetate (3 mg/L) was 2.56 times higher than the non-supplemented condition. Therefore, the growth of HPC in the pipe system was affected by the type and availability of nutrients and depended on variables such as heating during the hot water supply.

  5. Development and Use of the Hydrologic Ensemble Forecast System by the National Weather Service to Support the New York City Water Supply

    Science.gov (United States)

    Shedd, R.; Reed, S. M.; Porter, J. H.

    2015-12-01

    The National Weather Service (NWS) has been working for several years on the development of the Hydrologic Ensemble Forecast System (HEFS). The objective of HEFS is to provide ensemble river forecasts incorporating the best precipitation and temperature forcings at any specific time horizon. For the current implementation, this includes the Global Ensemble Forecast System (GEFS) and the Climate Forecast System (CFSv2). One of the core partners that has been working with the NWS since the beginning of the development phase of HEFS is the New York City Department of Environmental Protection (NYCDEP) which is responsible for the complex water supply system for New York City. The water supply system involves a network of reservoirs in both the Delaware and Hudson River basins. At the same time that the NWS was developing HEFS, NYCDEP was working on enhancing the operations of their water supply reservoirs through the development of a new Operations Support Tool (OST). OST is designed to guide reservoir system operations to ensure an adequate supply of high-quality drinking water for the city, as well as to meet secondary objectives for reaches downstream of the reservoirs assuming the primary water supply goals can be met. These secondary objectives include fisheries and ecosystem support, enhanced peak flow attenuation beyond that provided natively by the reservoirs, salt front management, and water supply for other cities. Since January 2014, the NWS Northeast and Middle Atlantic River Forecast Centers have provided daily one year forecasts from HEFS to NYCDEP. OST ingests these forecasts, couples them with near-real-time environmental and reservoir system data, and drives models of the water supply system. The input of ensemble forecasts results in an ensemble of model output, from which information on the range and likelihood of possible future system states can be extracted. This type of probabilistic information provides system managers with additional

  6. Environmental Assessment for Alternate Water Supply System, Joint Base Langley-Eustis, Newport News, Virginia

    Science.gov (United States)

    2013-06-01

    maple Acer rubrum eastern redcedar Juniperus viginianus Other oak species Quercus spp. The primary objective of Fort Eustis’s forest management program...consists of 2,450 linear feet of buried 12-inch water main extending through a forested area on both JBLE-FE and adjacent private land. The 12-inch main...hardwood forest . The portion that is on private land is located near the boundary between two industrial facilities. Approximately half of the portion

  7. Numerical simulation of the solar thermal energy storage system for domestic hot water supply located in south Spain

    Directory of Open Access Journals (Sweden)

    Tores Ledesma Juan

    2013-01-01

    Full Text Available Nowadays, due to increase in energy consumption, a great deal of fossil fuels is being used. This latter is a consequence of the present environmental problems, such as global warming, acid rain, etc. In order to decrease these problems, the use of renewable energy sources is being promoted. But the renewable energy sources, particularly solar energy, present the drawback that there is a mismatch between the energy demand and supply. To cover this mismatch, the use of phase change thermal energy storage systems is required. In this work, the behavior of a packed bed latent heat thermal energy storage system cooperating with solar collector located in south Spain was analyzed by using a numerical method which based on Finite Volume discretization and Enthalpy Method. The model was validated by comparing obtained results with experimental data reported in the literature. The packed bed was composed of spherical capsules filled with phase change materials usable for a solar water heating system. The system was designed according to the conditions in the south Spain and by using commercial components available on the market. A series of numerical simulations were conducted applying meteorological data for several months in south Spain, particularly in Málaga.

  8. Effect of operation parameters on the flux stabilization of gravity-driven membrane (GDM) filtration system for decentralized water supply.

    Science.gov (United States)

    Tang, Xiaobin; Ding, An; Qu, Fangshu; Jia, Ruibao; Chang, Haiqing; Cheng, Xiaoxiang; Liu, Bin; Li, Guibai; Liang, Heng

    2016-08-01

    A pilot-scale gravity-driven membrane (GDM) filtration system under low gravitational pressure without any pre-treatment, backwash, flushing, or chemical cleaning was carried out to investigate the effect of operation parameters (including operation pressure, aeration mode, and intermittent filtration) on the effluent quality and permeability development. The results revealed that GDM system exhibited an efficient performance for the removal of suspended substances and organic compounds. The stabilization of flux occurred and the average values of stable flux were 6.6, 8.1, and 8.6 Lm(-2) h(-1) for pressures of 65, 120, and 200 mbar, respectively. In contrast, flux stabilization was not observed under continuous and intermittent aeration conditions. However, aeration (especially continuous aeration) was effective to improve flux and alleviate membrane fouling during 1-month operation. Moreover, intermittent filtration would influence the stabilization of permeate flux, resulting in a higher stable flux (ranging from 6 to 13 Lm(-2) h(-1)). The stable flux significantly improved with the increase of intermittent period. Additionally, GDM systems exhibited an efficient recovery of flux after simple physical cleaning and the analyses of resistance reversibility demonstrated that most of the total resistance was hydraulic reversible resistance (50-75 %). Therefore, it is expected that the results of this study can develop strategies to increase membrane permeability and reduce energy consumption in GDM systems for decentralized water supply.

  9. Reconstruction of Low Pressure Gas Supply System

    Directory of Open Access Journals (Sweden)

    S. N. Osipov

    2013-01-01

    Full Text Available The current reconstruction of residential areas in large cities especially with the developed heat-supply systems from thermal power stations and reduction of heat consumption for heating due to higher thermal resistance of building enclosing structures requires new technical solutions in respect of gas-supply problems. While making reconstruction of a gas-supply system of the modernized or new buildings in the operating zone of one gas-distribution plant it is necessary to change hot water-supply systems from gas direct-flow water heaters to centralized heat-supply and free gas volumes are to be used for other needs or gas-supply of new buildings with the current external gas distribution network.Selection of additional gas-line sections and points of gas-supply systems pertaining to new and reconstructed buildings for their connection to the current distribution system of gas-supply is to be executed in accordance with the presented methodology.

  10. Energy Recovery Using Micro-Hydropower Technology in Water Supply Systems: The Case Study of the City of Fribourg

    Directory of Open Access Journals (Sweden)

    Irene Samora

    2016-08-01

    Full Text Available Water supply systems (WWSs are one of the main manmade water infrastructures presenting potential for micro-hydropower. Within urban networks, local decentralized micro-hydropower plants (MHPs may be inserted in the regional electricity grid or used for self-consumption at the local grid level. Nevertheless, such networks are complex and the quantification of the potential for micro-hydropower other than that achieved by replacing pressure reducing valves (PRVs is difficult. In this work, a methodology to quantify the potential for hydropower based on the excess energy in a network is proposed and applied to a real case. A constructive solution is presented based on the use of a novel micro-turbine for energy conversion, the five blade tubular propeller (5BTP. The location of the MHP within the network is defined with an optimization algorithm that maximizes the net present value after 20 years of operation. These concepts are tested for the WSS in the city of Fribourg, Switzerland. The proposed solution captures 10% of the city’s energy potential and represents an economic interest. The results confirm the location of PRVs as potential sites for energy recovery and stress the need for careful sensitivity analysis of the consumption. Finally, an expedited method is derived to estimate the costs and energy that one 5BTP can produce in a given network.

  11. Simulating water-quality trends in public-supply wells in transient flow systems.

    Science.gov (United States)

    Jeffrey Starn, J; Green, Christopher T; Hinkle, Stephen R; Bagtzoglou, Amvrossios C; Stolp, Bernard J

    2014-09-01

    Models need not be complex to be useful. An existing groundwater-flow model of Salt Lake Valley, Utah, was adapted for use with convolution-based advective particle tracking to explain broad spatial trends in dissolved solids. This model supports the hypothesis that water produced from wells is increasingly younger with higher proportions of surface sources as pumping changes in the basin over time. At individual wells, however, predicting specific water-quality changes remains challenging. The influence of pumping-induced transient groundwater flow on changes in mean age and source areas is significant. Mean age and source areas were mapped across the model domain to extend the results from observation wells to the entire aquifer to see where changes in concentrations of dissolved solids are expected to occur. The timing of these changes depends on accurate estimates of groundwater velocity. Calibration to tritium concentrations was used to estimate effective porosity and improve correlation between source area changes, age changes, and measured dissolved solids trends. Uncertainty in the model is due in part to spatial and temporal variations in tracer inputs, estimated tracer transport parameters, and in pumping stresses at sampling points. For tracers such as tritium, the presence of two-limbed input curves can be problematic because a single concentration can be associated with multiple disparate travel times. These shortcomings can be ameliorated by adding hydrologic and geologic detail to the model and by adding additional calibration data. However, the Salt Lake Valley model is useful even without such small-scale detail.

  12. Investigation of a heat storage for a solar heating system for combined space heating and domestic hot water supply for homeowner´s association "Bakken"

    DEFF Research Database (Denmark)

    Vejen, Niels Kristian

    1998-01-01

    A heat storage for a solar heating system for combined space heating and domestic hot water supply was tested in a laboratory test facility.The heat storage consist of a mantle tank with water for the heating system and of a hot water tank, which by means of thermosyphoning is heated by the water...... in the heating system. The heat storage was tested in a heat storage test facility. The most important characteristics of the heat storage were determined by means of the tests and recommendations for the design of the heat storage were given....

  13. A study of ecological sanitation as an integrated urban water supply system: case study of sustainable strategy for Kuching City, Sarawak, Malaysia.

    Science.gov (United States)

    Seng, Darrien Mah Yau; Putuhena, Frederik Josep; Said, Salim; Ling, Law Puong

    2009-03-01

    A city consumes a large amount of water. Urban planning and development are becoming more compelling due to the fact of growing competition for water, which has lead to an increasing and conflicting demand. As such, investments in water supply, sanitation and water resources management is a strong potential for a solid return. A pilot project of greywater ecological treatment has been established in Kuching city since 2003. Such a treatment facility opens up an opportunity of wastewater reclamation for reuse as secondary sources of water for non-consumptive purposes. This paper aims to explore the potential of the intended purposes in the newly developed ecological treatment project. By utilizing the Wallingford Software model, InfoWorks WS (Water Supply) is employed to carry out a hydraulic modeling of a hypothetical greywater recycling system as an integrated part of the Kuching urban water supply, where the greywater is treated, recycled and reused in the domestic environment. The modeling efforts have shown water savings of about 40% from the investigated system reinstating that the system presents an alternative water source worth exploring in an urban environment.

  14. Climate vulnerability of drinking water supplies

    Science.gov (United States)

    Selmeczi, Pál; Homolya, Emese; Rotárné Szalkai, Ágnes

    2016-04-01

    Extreme weather conditions in Hungary led to difficulties in drinking water management on diverse occasions in the past. Due to reduced water resources and the coexisting high demand for drinking water in dry summer periods the availability of a number of water supplies became insufficient therefore causing limitations in water access. In some other cases, as a result of floods and flash floods over karstic areas evolving in consequence of excessive precipitation, several water supplies had to be excluded in order to avoid the risk of infections. More frequent occurrence of extreme weather conditions and further possible changes in the future induce the necessity for an analysis of the vulnerability of drinking water resources to climate change. Since 95% of the total drinking water supply in Hungary originates from subsurface layers, significance of groundwater resources is outstanding. The aim of our work carried out in the frames of the NAGiS (National Adaptation Geo-information System) project was to build up a methodology for the study and determination of the vulnerability of drinking water supplies to climate. The task covered analyses of climatic parameters influencing drinking water supplies principally and hydrogeological characteristics of the geological media that significantly determines vulnerability. Effects on drinking water resources and their reduction or exclusion may imply societal and economic consequences therefore we extended the analyses to the investigation of possibilities concerning the adaptation capacity to changed conditions. We applied the CIVAS (Climate Impact and Vulnerability Assessment Scheme) model developed in the frames of the international climate research project CLAVIER (Climate Change and Variability: Impact on Central and Eastern Europe) to characterize climate vulnerability of drinking water supplies. The CIVAS model, being based on the combined evaluation of exposure, sensitivity and adaptability, provides a unified

  15. Structure of the phytoplankton in a water supply system in the State of Pernambuco - Brazil

    Directory of Open Access Journals (Sweden)

    Ariadne do Nascimento Moura

    2007-07-01

    Full Text Available The aim of this work was to study the phytoplankton community composition at limnetic environment in Pernambuco, Brazil. Samplings were carried out from April/2001 to March/2002. Samples to analyses the biotic variables were taken using a recipient with a large overture, at the subsurface and with a Van Dorn bottle at the bottom. The rainfall data were recorded and the water transparency was used to calculate the light attenuation coefficient, photic zone and the determination of trophic state index. The concentrations of total phosphorus and total nitrogen were determined in a typical dry and rainy month. Equitability, also the, similarity and diversity indexes and the densities and correlation of total densities among depths were calculated. Forty-five taxa were identified in Chlorophyta (21spp, Cyanophyta (17spp and Bacillariophyta (7spp, while flagellates were quantified in groups without identification. Cyanophyta presented highest diversity at both the depths and Planktothrix agardhii was the highest density species. Significant differences were not observed between subsurface and bottom densities. Results showed that the reservoir was eutrophicated and presented high densities of Cyanophyta.O objetivo deste trabalho foi o estudo da comunidade fitoplanctônica em ambiente limnético de Pernambuco, Brasil. As amostras foram coletadas de abril/2001 a março/2002. As amostras para análises abióticas foram coletadas na superfície da água e destinadas às análises bióticas foram coletadas na subsuperfície e no fundo, sendo fixadas com solução de lugol e quantificadas usando microscópio invertido. Equitatividade, índices de similaridade e diversidade foram calculados, bem como correlação entre as profundidades. 45 táxons foram identificados, pertencentes as Chlorophyta (21spp, Cyanophyta (17spp e Bacillariophyta (7spp. Os flagelados foram apenas quantificados, mas não foram identificados. Cyanophyta apresentou a mais alta

  16. Integrating Water Supply Constraints into Irrigated Agricultural Simulations of California

    Science.gov (United States)

    Winter, Jonathan M.; Young, Charles A.; Mehta, Vishal K.; Ruane, Alex C.; Azarderakhsh, Marzieh; Davitt, Aaron; McDonald, Kyle; Haden, Van R.; Rosenzweig, Cynthia E.

    2017-01-01

    Simulations of irrigated croplands generally lack key interactions between water demand from plants and water supply from irrigation systems. We coupled the Water Evaluation and Planning system (WEAP) and Decision Support System for Agrotechnology Transfer (DSSAT) to link regional water supplies and management with field-level water demand and crop growth. WEAP-DSSAT was deployed and evaluated over Yolo County in California for corn, rice, and wheat. WEAP-DSSAT is able to reproduce the results of DSSAT under well-watered conditions and reasonably simulate observed mean yields, but has difficulty capturing yield interannual variability. Constraining irrigation supply to surface water alone reduces yields for all three crops during the 1987-1992 drought. Corn yields are reduced proportionally with water allocation, rice yield reductions are more binary based on sufficient water for flooding, and wheat yields are least sensitive to irrigation constraints as winter wheat is grown during the wet season.

  17. STATE OF WATER SUPPLY INFRASTRUCTURE IN THE SUBCARPATHIAN CITIES

    Directory of Open Access Journals (Sweden)

    Katarzyna PIETRUCHA-URBANIK

    Full Text Available The characteristics of equipping the Subcarpathian province cities with water supply infrastructure was made on the basis of data collected from the Provincial Office, Statistical Office, reports submitted by water companies regarding the functioning of water supply infrastructure and literature data. The indicators characterizing water supply infrastructure were determined for the years 1995-2014. In the paper the indicators of equipping cities with water supply systems were presented. Also water consumption and changes in the length of the water supply network in the cities of the Subcarpathian Province were examined. The analysis shows that the water consumption for the years 1995-2014 decreased by almost 6 m3∙year-1 per capita. The reason for such situation was the increasing price of water and the ecological awareness of the inhabitants of the Subcarpathian region. In the last year of the analysis the water supply system in urban areas of the Subcarpathian province was used by 95% of the population and, for comparison, in rural areas by 77% of the population. In the paper also changes in prices for water in the Subcarpathian region were shown, on the basis of data from the water tariffs in individual water companies. The important element of urban development is the technical infrastructure which reduces the investment costs. The determined indicators of equipping cities with water supply systems show an upward trend in the development of technical infrastructure. Based on the operational data from the water companies the failure rates in selected water supply networks were determined.

  18. Study on Fire and Water Supply System of High-rise Residence%高层住宅消防给水系统浅析

    Institute of Scientific and Technical Information of China (English)

    李春阳

    2011-01-01

    本文对高层普通住宅和商住楼在消防给水系统上的要求进行比较,从消火栓给水系统设施设置、自动喷淋、灭火系统、供水方式、车库和发电机房灭火系统和贮水池等方面对高层住宅消防给水系统进行分析和总结,探讨安全、可靠、经济实用的系统做法,希望能为同业者提供一定的参考.%The paper compares the requirement for fire and water supply system between high-rise ordinary residence and commercial residence.From aspects such as fire hydrant water supply system equipment setting, automatic sprinkler, fire suppression system, water supply mode, garage and generator room fire extinguishing system and storage tanks, the paper makes the analysis and summary for high-rise residence water supply system to explore a safe, reliable and economical systematic method, hoping to provide some reference for people in this industry.

  19. Groundwater potential for water supply during droughts in Korea

    Science.gov (United States)

    Hyun, Y.; Cha, E.; Moon, H. J.

    2016-12-01

    Droughts have been receiving much attention in Korea because severe droughts occurred in recent years, causing significant social, economic and environmental damages in some regions. Residents in agricultural area, most of all, were most damaged by droughts with lack of available water supplies to meet crop water demands. In order to mitigate drought damages, we present a strategy to keep from agricultural droughts by using groundwater to meet water supply as a potential water resource in agricultural areas. In this study, we analyze drought severity and the groundwater potential to mitigate social and environmental damages caused by droughts in Korea. We evaluate drought severity by analyzing spatial and temporal meteorological and hydrological data such as rainfall, water supply and demand. For drought severity, we use effective drought index along with the standardized precipitation index (SPI) and standardized runoff index(SRI). Water deficit during the drought period is also quantified to consider social and environmental impact of droughts. Then we assess the feasibility of using groundwater as a potential source for groundwater impact mitigation. Results show that the agricultural areas are more vulnerable to droughts and use of groundwater as an emergency water resource is feasible in some regions. For a case study, we select Jeong-Sun area located in Kangwon providence having well-developed Karst aquifers and surrounded by mountains. For Jeong-Sun area, we quantify groundwater potential use, design the method of water supply by using groundwater, and assess its economic benefit. Results show that water supply system with groundwater abstraction can be a good strategy when droughts are severe for an emergency water supply in Jeong-Sun area, and groundwater can also be used not only for a dry season water supply resource, but for everyday water supply system. This case study results can further be applicable to some regions with no sufficient water

  20. Design and Analysis of Constant Pressure Water Supply System Controlled By PLC%PLC控制的恒压供水系统设计分析

    Institute of Scientific and Technical Information of China (English)

    司道远

    2015-01-01

    供水系统是维持生产生活正常进行的重要保障,怎样才能提高其运行安全性、稳定性与经济性,必须要就系统研究现状进行分析,并积极应用各项新型技术,对供水管末端压力以及供水始端压力进行有效控制,将整个供水管网的压力维持在一个相对稳定的状态.文章对PLC控制恒压供水系统的设计措施进行了简要分析.%Water supply system is to maintain an important guarantee for the normal production and life, how to improve the safety, stability and economy of operation must to analyze the research status of the system, and actively apply the new technology, for water supply pipe end pressure and water pressure of the starting end of effective control, to maintain the pressure of the water supply pipe network in a relatively stable state. This paper brielfy analyses the design measures of PLC control constant pressure water supply system.

  1. Wildfire and the future of water supply.

    Science.gov (United States)

    Bladon, Kevin D; Emelko, Monica B; Silins, Uldis; Stone, Micheal

    2014-08-19

    In many parts of the world, forests provide high quality water for domestic, agricultural, industrial, and ecological needs, with water supplies in those regions inextricably linked to forest health. Wildfires have the potential to have devastating effects on aquatic ecosystems and community drinking water supply through impacts on water quantity and quality. In recent decades, a combination of fuel load accumulation, climate change, extensive droughts, and increased human presence in forests have resulted in increases in area burned and wildfire severity-a trend predicted to continue. Thus, the implications of wildfire for many downstream water uses are increasingly concerning, particularly the provision of safe drinking water, which may require additional treatment infrastructure and increased operations and maintenance costs in communities downstream of impacted landscapes. A better understanding of the effects of wildfire on water is needed to develop effective adaptation and mitigation strategies to protect globally critical water supplies originating in forested environments.

  2. Distribution of Asellus aquaticus and microinvertebrates in a non-chlorinated drinking water supply system – Effects of pipe material and sedimentation

    DEFF Research Database (Denmark)

    Christensen, Sarah Christine; Nissen, Erling; Arvin, Erik;

    2011-01-01

    Danish drinking water supplies based on ground water without chlorination were investigated for the presence of the water louse, Asellus aquaticus, microinvertebrates (......Danish drinking water supplies based on ground water without chlorination were investigated for the presence of the water louse, Asellus aquaticus, microinvertebrates (...

  3. The water supply and drainage system design of Chinese financial information center%中国金融信息中心给排水系统设计

    Institute of Scientific and Technical Information of China (English)

    阮宜江

    2015-01-01

    介绍了甲级办公建筑中国金融信息中心给水、热水、排水、雨水及室外管线的设计方法,重点对热水、雨水和室外管线的设计进行分析,为甲级办公建筑的给排水系统设计积累经验。%This paper introduced the water supply, hot water, water drainage, rainwater and outdoor pipeline design method of class A office building China financial information center, emphatically analyzed the hot water, rainwater and outdoor pipelines design, accumulated experience for water supply and drainage system design of class A office building.

  4. Adapted hydropower-driven water supply system: assessment of an underground application in an Indonesian karst area

    Science.gov (United States)

    Oberle, P.; Ikhwan, M.; Stoffel, D.; Nestmann, F.

    2016-09-01

    Populated karst landscapes can be found all over the world, although their natural boundary conditions mostly lead to distinct challenges regarding a sustainable water supply. Especially in developing and emerging countries, this situation aggravates since appropriate technologies and water management concepts are rarely available. Against this background, the interdisciplinary, German-Indonesian joint project " Integrated Water Resources Management (IWRM) Indonesia", funded by the German Federal Ministry of Education and Research (BMBF), focused on the development and exemplary implementation of adapted techniques to remedy the partly severe water scarcity in the region Gunung Sewu. This karst area, widely known as " Java's poorhouse", is located on the southern coast of Java Island and distinctly suffers from the mentioned constraints. Under the aegis of the Karlsruhe Institute of Technology (KIT), the conceptual and technical achievements of the "IWRM Indonesia" joint research project are characterized by a high potential for multiplication not only for karst areas but also for non-karst regions. One of the project's major accomplishments is the erection of an innovative hydropower-driven water supply facility located in a karst cave 100 m below ground and continuously supplying tens of thousands of people with fresh water. Referring to the plant's innovative character and the demanding conditions on-site, the implementation was a highly iterative process leading to today's autonomous operation by an Indonesian public authority. Based on the experiences gained during design, construction, operation and monitoring phase, this paper introduces an implementation approach for adapted technologies as well as a comprising technical and economical assessment of the plant's operation.

  5. Water supply system of the Pontina plan from the Liri-Garigliano watershed; Alimentazione idrica integrativa della Piana Pontina con acque del bacino del fiume Liri-Garigliano

    Energy Technology Data Exchange (ETDEWEB)

    De Vito, A. [Ceseco International, Rome (Italy)

    2001-10-01

    In this paper is described a water supply system feeding a large irrigation scheme in a fertile area near Rome. The aim of the project is to resolve the water deficit in the long run, with particularly attention on climate changing, and environmental aspects. [Italian] La memoria illustra una soluzione di approvvigionamento idrico di un comprensorio particolarmente sviluppato nell'Italia centrale, per mezzo di un trasferimento extra-bacino di risorsa fluente, e con attenzione agli aspetti ambientali ed energetici.

  6. Establishing an environmental profile of water supply in South Africa

    CSIR Research Space (South Africa)

    Brent, AC

    2006-11-01

    Full Text Available -losses in the supply system must receive attention, especially in the municipal-controlled part. Water quality impacts are also important, although through supporting processes, and specifically electricity generation. The boosting requirements attribute most...

  7. Using Water Transfers to Manage Supply Risk

    Science.gov (United States)

    Characklis, G. W.

    2007-12-01

    Most cities currently rely on water supplies with sufficient capacity to meet demand under almost all conditions. However, the rising costs of water supply development make the maintenance of infrequently used excess capacity increasingly expensive, and more utilities are considering the use of water transfers as a means of more cost effectively meeting demand under drought conditions. Transfers can take place between utilities, as well as different user groups (e.g., municipal and agricultural), and can involve both treated and untreated water. In cases where both the "buyer" and "seller" draw water from the same supply, contractual agreements alone can facilitate a transfer, but in other cases new infrastructure (e.g., pipelines) will be required. Developing and valuing transfer agreements and/or infrastructure investments requires probabilistic supply/demand analyses that incorporate elements of both hydrology and economics. The complexity of these analyses increases as more sophisticated types of agreements (e. g., options) are considered, and as utilities begin to consider how to integrate transfers into long-term planning efforts involving a more diversified portfolio of supply assets. This discussion will revolve around the methods used to develop minimum (expected) cost portfolios of supply assets that meet specified reliability goals. Two different case studies, one in both the eastern and western U.S., will be described with attention to: the role that transfers can play in reducing average supply costs; tradeoffs between costs and supply reliability, and; the effects of different transfer agreement types on the infrastructure capacity required to complete the transfers. Results will provide insights into the cost savings potential of more flexible water supply strategies.

  8. Technological and hygiene-sanitary aspects of using biologically pure process waste watern in the systems of technical water supply

    OpenAIRE

    Ushakov, Vasily Yakovlevich; Solodov, G. А.

    2007-01-01

    According to sanitary-toxicological factors biologically purified waste water of chemical enterprise are referred to low-toxic substances, are not allergens, do not posses irritant action on mucous tunics and skin and are suitable for recycling water system makeup. Crucial factors of reusing these waters are their corrosive activity, susceptibility to mineral salt accumulation and bioaccretion.

  9. Chemical contamination of water supplies

    Energy Technology Data Exchange (ETDEWEB)

    Shy, C.M.

    1985-10-01

    Man-made organic chemicals have been found in drinking water for many years. Their numbers and varieties increase as our analytical capabilities improve. The identified chemicals comprise 10 to 20% of the total organic matter present. These are volatile or low molecular weight compounds which are easily identified. Many of them are carcinogenic or mutagenic. Chlorinated compounds have been found in untreated well water at levels up to 21,300 micrograms/L and are generally present at higher levels in chlorine-treated water than in untreated water. Aggregate risk studies for cancer are summarized. The most common sites are: bladder, stomach, colon, and rectum. Such studies cannot be linked to individual cases. However, they are useful for identifying exposed populations for epidemiologic studies. Five case-control studies were reviewed, and significant associations with water quality were found for: bladder cancer in two studies, colon cancer in three and rectal cancer in four. A large study by the National Cancer Institute found that there had been a change in the source of raw water for 50% of the persons in one area between the years 1955 and 1975. Such flaws in the data may preclude finding a causal relation between cancer and contaminants in drinking water. Large case-control and cohort studies are needed because of the low frequency of the marker diseases, bladder and rectal cancer. Cohort studies may be precluded by variations in the kinds of water contaminants. Definitive questions about these issues are posed for cooperative effort and resolution by water chemists, engineers, and epidemiologists.

  10. Optimization of urban water supply portfolios combining infrastructure capacity expansion and water use decisions

    Science.gov (United States)

    Medellin-Azuara, J.; Fraga, C. C. S.; Marques, G.; Mendes, C. A.

    2015-12-01

    The expansion and operation of urban water supply systems under rapidly growing demands, hydrologic uncertainty, and scarce water supplies requires a strategic combination of various supply sources for added reliability, reduced costs and improved operational flexibility. The design and operation of such portfolio of water supply sources merits decisions of what and when to expand, and how much to use of each available sources accounting for interest rates, economies of scale and hydrologic variability. The present research provides a framework and an integrated methodology that optimizes the expansion of various water supply alternatives using dynamic programming and combining both short term and long term optimization of water use and simulation of water allocation. A case study in Bahia Do Rio Dos Sinos in Southern Brazil is presented. The framework couples an optimization model with quadratic programming model in GAMS with WEAP, a rain runoff simulation models that hosts the water supply infrastructure features and hydrologic conditions. Results allow (a) identification of trade offs between cost and reliability of different expansion paths and water use decisions and (b) evaluation of potential gains by reducing water system losses as a portfolio component. The latter is critical in several developing countries where water supply system losses are high and often neglected in favor of more system expansion. Results also highlight the potential of various water supply alternatives including, conservation, groundwater, and infrastructural enhancements over time. The framework proves its usefulness for planning its transferability to similarly urbanized systems.

  11. Selected Works in Water Supply, Water Conservation and Water Quality Planning.

    Science.gov (United States)

    1981-05-01

    Reuse of water (unspecified) 3. Flushinb toilet with greywater 4. Reduce amount of water used per shower and/or bath 5. Reduce frequency of showers and/or...government, and has held training seminars on water supply and water conservation planning and on water reuse . A water supply and conservation...Planning 9 Water Reuse 9 Water Demand Forecast and Analysis 9 Drought Management 10 Water Conservation in Water Supply Planning 10 Urban Water Supply 11

  12. Feasibility Study of a Simple and Low-Cost Device for Monitoring Trihalomethanes Presence in Water Supply Systems Based on Statistical Models

    Directory of Open Access Journals (Sweden)

    Almudena Rivadeneyra

    2014-11-01

    Full Text Available This paper describes a new method for predicting trihalomethanes (THMs presence in networks of water supply systems, using a low-cost device that permits a fast monitoring of concentrations without need of complex analysis made in laboratories. This method, based on statistical models, allows the estimation of THM concentration by monitoring parameters whose determination is direct and easy, and therefore, THM presence can be carried out in real-time. These parameters values are introduced in a multiple regression model resulting in the concentration of THMs levels. This model has taken into account parameters compulsory in water quality analysis and it has been shown that six parameters are enough to determine accurately THM concentration. In addition, the feasibility of a low-cost device that directly gives THM concentration is demonstrated. This device can be easily designed to be transported to different points of the water supply network where it is intended to make control campaigns.

  13. 24 CFR 3285.603 - Water supply.

    Science.gov (United States)

    2010-04-01

    ... § 3285.603 Water supply. (a) Crossover. Multi-section homes with plumbing in both sections require water-line crossover connections to join all sections of the home. The crossover design requirements are located in, and must be designed in accordance with, § 3280.609 of this chapter. (b) Maximum...

  14. 基于SCADA的智能化水厂自动供水系统研究设计%SCADA-based Research and Design of Automatic Water Supply System for Intelligent Water Plant

    Institute of Scientific and Technical Information of China (English)

    南楠

    2016-01-01

    An automatic water supply system for intelligent water plant is proposed based on SCADA , aiming to resolve the contradiction between the lagging water supply facilities and people's increasing demand for the reliability of water supply. This system has overcome the shortcomings of low efficiency, poor reliability, low automation of traditional water supply mode, and achieved a new constant pressure water supply system with high efficiency, sound reliability and easy maintenance.%针对日益落后的供水设施与人们对供水可靠性需求不断增加的矛盾,提出一种基于SCADA原理建立的水厂自动供水系统。该系统解决了传统供水方式中效率低下、可靠性差、自动化程度低等缺点,实现高效、可靠、易维护的恒压供水系统。

  15. 风电互补恒压供水系统控制器的设计%Controller Design of Wind Power Constant Pressure Water Supply System

    Institute of Scientific and Technical Information of China (English)

    齐保良; 杨宝昆

    2011-01-01

    For reducing the energy consumption of constant pressure water supply system? Wind power is used as assistant energy and wind power constant pressure water supply system is designed on the basis of fuzzy control and PLC controller. When the wind power is enough to driving pump, the PLC controls electric regulating valve to cope with discharge of water supply branch for making the water pressure of pipe networks within the given range. Otherwise, the PLC keeps the head of the water supply branch within the designed scope. At the same time, the rotational speed of pump is adjusted to supplement the system requirement by PLC variable-frequency control. Thus, it realizes the reduction of power consumption by the automatic operation wind power.%为降低恒压供水系统的耗电量,将风能作为辅助动力源,通过PLC控制器,采用模糊控制技术设计了一种风电互补恒压供水系统.当风力机驱动泵供水量充足时,PLC调节电动调节阀以控制风力供水支路的流量,使管网压力保持于设定范围内;当风力供水不足时,PLC调节电动调节阀使风力供水支路的扬程达到设定值.同时,PLC通过变频调速方式,调节电动泵的转速以补充系统所需,实现了风力自动投入以减少电力消耗的目的.

  16. Water crisis: the metropolitan Atlanta, Georgia, regional water supply conflict

    KAUST Repository

    Missimer, Thomas M.

    2014-07-01

    Many large population centres are currently facing considerable difficulties with planning issues to secure future water supplies, as a result of water allocation and environmental issues, litigation, and political dogma. A classic case occurs in the metropolitan Atlanta area, which is a rapidly growing, large population centre that relies solely on surface water for supply. Lake Lanier currently supplies about 70% of the water demand and has been involved in a protracted legal dispute for more than two decades. Drought and environmental management of the reservoir combined to create a water shortage which nearly caused a disaster to the region in 2007 (only about 35 days of water supply was in reserve). While the region has made progress in controlling water demand by implementing a conservation plan, per capita use projections are still very high (at 511 L/day in 2035). Both non-potable reuse and indirect reuse of treated wastewater are contained in the most current water supply plan with up to 380,000 m3/day of wastewater treated using advanced wastewater treatment (nutrient removal) to be discharged into Lake Lanier. The water supply plan, however, includes no additional or new supply sources and has deleted any reference to the use of seawater desalination or other potential water sources which would provide diversification, thereby relying solely on the Coosa and Chattahoochee river reservoirs for the future. © 2014 IWA Publishing.

  17. The Optimization of the Water Supply System of the 350MW Supercritical Unit%350MW超临界机组给水系统的优化

    Institute of Scientific and Technical Information of China (English)

    欧一顺

    2012-01-01

    Based on the different configuration schemes for the water supply systems of the 350MW supercritical units in the firststage and secondstage projects of Huaneng Dongfang Power Plant, this essay analyzes both their advanta ges and disadvantages in the aspects of cost, security, economy and reliability, to provide reference for the optimiza tion of the water supply system of the 350MW supercritical unit.%结合华能东方电厂一、二期工程350MW超临界机组给水系统的不同配置方案,从造价、安全、经济、可靠性方面分析给水系统不同配置方案的优缺点,为350MW等级超临界机组给水系统的优化提供参考。

  18. Water Supply and Treatment Equipment

    Science.gov (United States)

    2009-09-15

    for the specific membrane ; b. For technologies employing membrane ultrafiltration and/or membrane microfiltration , identification of the...interesting challenges. Source water temperatures must remain below 35 oC (95 oF) during test conduct to prevent damage to the RO membranes . If employing a...below 35 °C (95 °F) during test conduct to prevent damage to the RO membranes . Due to the extended storage requirement for this test procedure, a

  19. Global burden of diarrheal disease attributable to the water supply and sanitation system in the State of Minas Gerais, Brazil: 2005

    Directory of Open Access Journals (Sweden)

    Andreia Ferreira de Oliveira

    2015-04-01

    Full Text Available Advances have occurred in relation to the coverage of water supply and sanitation in Brazil, however inequalities are still observed in relation to the coverage of these services, reflecting the importance of diarrheal disease in the Brazilian epidemiological context. The aim of this study was to measure the impact of the water supply and sanitation system on diarrheal diseases among children aged under five. The global burden of diarrhea was calculated based on the attributable population fraction, using information on prevalence and relative risks from the 2000/2010 censuses and a study by Pruss et al. The north of the State of Minas Gerais, the Northeast and Jequitinhonha regions had the highest disability-adjusted life year (DALY rates and ratios. The fraction of diarrhea attributable to the water supply and sanitation system was 83%, decreasing to 78.3% where sanitation had 100% coverage. An inverse relationship was found between DALY rates and attributable fractions and per capita GDP. Broadening the scope and coverage of services and improving the quality of water available in homes is an urgent requirement. These measures will bring economic and social benefits related to the reduction of diarrheal diseases and consequent improvement of the quality of life of children aged under five.

  20. Global burden of diarrheal disease attributable to the water supply and sanitation system in the State of Minas Gerais, Brazil: 2005.

    Science.gov (United States)

    de Oliveira, Andreia Ferreira; Leite, Iuri da Costa; Valente, Joaquin Gonçalves

    2015-04-01

    Advances have occurred in relation to the coverage of water supply and sanitation in Brazil, however inequalities are still observed in relation to the coverage of these services, reflecting the importance of diarrheal disease in the Brazilian epidemiological context. The aim of this study was to measure the impact of the water supply and sanitation system on diarrheal diseases among children aged under five. The global burden of diarrhea was calculated based on the attributable population fraction, using information on prevalence and relative risks from the 2000/2010 censuses and a study by Pruss et al. The north of the State of Minas Gerais, the Northeast and Jequitinhonha regions had the highest disability-adjusted life year (DALY) rates and ratios. The fraction of diarrhea attributable to the water supply and sanitation system was 83%, decreasing to 78.3% where sanitation had 100% coverage. An inverse relationship was found between DALY rates and attributable fractions and per capita GDP. Broadening the scope and coverage of services and improving the quality of water available in homes is an urgent requirement. These measures will bring economic and social benefits related to the reduction of diarrheal diseases and consequent improvement of the quality of life of children aged under five.

  1. A decision model for selecting sustainable drinking water supply and greywater reuse systems for developing communities with a case study in Cimahi, Indonesia.

    Science.gov (United States)

    Henriques, Justin J; Louis, Garrick E

    2011-01-01

    Capacity Factor Analysis is a decision support system for selection of appropriate technologies for municipal sanitation services in developing communities. Developing communities are those that lack the capability to provide adequate access to one or more essential services, such as water and sanitation, to their residents. This research developed two elements of Capacity Factor Analysis: a capacity factor based classification for technologies using requirements analysis, and a matching policy for choosing technology options. First, requirements analysis is used to develop a ranking for drinking water supply and greywater reuse technologies. Second, using the Capacity Factor Analysis approach, a matching policy is developed to guide decision makers in selecting the appropriate drinking water supply or greywater reuse technology option for their community. Finally, a scenario-based informal hypothesis test is developed to assist in qualitative model validation through case study. Capacity Factor Analysis is then applied in Cimahi Indonesia as a form of validation. The completed Capacity Factor Analysis model will allow developing communities to select drinking water supply and greywater reuse systems that are safe, affordable, able to be built and managed by the community using local resources, and are amenable to expansion as the community's management capacity increases.

  2. ACTUALITY AND ANALYSIS OF PLASTIC PIPES FOR WATER SUPPLY SYSTEM%给水系统中塑料管材的应用现状及分析

    Institute of Scientific and Technical Information of China (English)

    胡永明; 王建民; 史贞

    2001-01-01

    Plastic pipes for water supply were discussed from the point of the whole system. Some point of view was posed.%从整个供水系统的角度讨论了各种塑料管材及塑料复合管材的应用,对在给水系统中使用塑料管材及塑料复合管材提出建议。

  3. Analysis of the Water Supply System and Fire Extinguisher Systems in Colleges Students Dormitories%浅析高校学生宿舍给水与消防系统

    Institute of Scientific and Technical Information of China (English)

    张绍萍

    2014-01-01

    This article analyzes and researches the water sup-ply system and automatic water spray and fire-fighting system of col ege student’s dormitories, and discusses the optimized model of the water supply system and safety system, so as to provide some advices to the water supply and fire fighting system in col ege students' dormitory, and ensure the safety of university students' dormitory.%本文针对高校学生住宿给水和高层学生宿舍室内应用自动喷水灭火系统进行分析研究,探讨给水系统和安全系统最优模式,从而为高校学生宿舍给水和消防系统提供意见,保障高校学生宿舍的安全。

  4. Quantifying the Army Supply Chain Water Bootprint

    Science.gov (United States)

    2011-12-01

    ways to economize. For example, in its effort to enhance its corporate water stewardship, Coca - Cola undertook a study to determine how much fresh...water is actually used (directly at the bottling facility and indirectly through the supply chain) to produce Coca - Cola in a 0.5 liter polyethylene...tial demands on the water resource as do those of Coca - Cola , Walmart, Ford, General Motors, and other large corporations that manufacture, purchase, or

  5. Water supply network district metering theory and case study

    CERN Document Server

    Di Nardo, Armando; Di Mauro, Anna

    2013-01-01

    The management of a water supply network can be substantially improved defining permanent sectors or districts that enhances simpler water loss detection and pressure management. However, the water network partitioning may compromise water system performance, since some pipes are usually closed to delimit districts in order not to have too many metering stations, to decrease costs and simplify water balance. This may reduce the reliability of the whole system and not guarantee the delivery of water at the different network nodes. In practical applications, the design of districts or sectors is generally based on empirical approaches or on limited field experiences. The book proposes a design support methodology, based on graph theory principles and tested on real case study. The described methodology can help water utilities, professionals and researchers to define the optimal districts or sectors of a water supply network.

  6. IMPROVEMENT OF SYSTEMS OF TECHNICAL WATER SUPPLY WITH COOLING TOWERS FOR HEAT POWER PLANTS TECHNICAL AND ECONOMIC INDICATORS PERFECTION. Part 2

    Directory of Open Access Journals (Sweden)

    Yu. A. Zenovich-Leshkevich-Olpinskiy

    2016-01-01

    Full Text Available The method of calculation of economic efficiency that can be universal and is suitable for feasibility study of modernization of irrigation and water distribution system of cooling towers has been developed. The method takes into account the effect of lower pressure exhaust steam in the condenser by lowering the temperature of the cooling water outlet of a cooling tower that aims at improvement of technical and economic indicators of heat power plants. The practical results of the modernization of irrigation and water distribution system of a cooling tower are presented. As a result, the application of new irrigation and water distribution systems of cooling towers will make it possible to increase the cooling efficiency by more than 4 оС and, therefore, to obtain the fuel savings by improving the vacuum in the turbine condensers. In addition, the available capacity of CHP in the summer period is increased. The results of the work, the experience of modernization of irrigation and water distribution systems of the Gomel CHP-2 cooling towers system, as well as the and methods of calculating of its efficiency can be disseminated for upgrading similar facilities at the power plants of the Belarusian energy system. Some measures are prosed to improve recycling systems, cooling towers and their structures; such measures might significantly improve the reliability and efficiency of technical water supply systems of heat power plants.

  7. 给水系统节能设计的判别方法——系统效率系数ηs的提出%A discrimination method of water supply system energy-saving design: put forward the water supply system efficiency coefficient ηs

    Institute of Scientific and Technical Information of China (English)

    王峰

    2011-01-01

    Water supply system energy saving has attracted great attention, but for some reasons, none evaluation method has been put forward. This paper put forward the conception of water supply system efficiency coefficient ηs and series of relative formulas, used them to judge the water supply system energy consumption and optimization the system design. These will enrich and develop the theory of water supply system.%给水系统节能一直广受关注,然而由于种种原因,业界还没有相关评价方法.提出并定义了给水系统效率系数ηs的概念,给出一组相关公式并解释其涵义,用于判断给水系统的耗能状况及优化给水系统节能设计,丰富及发展给水理论.

  8. Estimating a municipal water supply reliability

    Directory of Open Access Journals (Sweden)

    O.G. Okeola

    2015-12-01

    Full Text Available The availability and adequacy of water in a river basin determine the design of water resources projects such as water supply. There is a further need to regularly appraise availability of such resource for municipality at a distant future to help in articulating contingent plan to handle its vulnerability. This paper attempts to empirically determine the reliability of water resource for a municipal water supply. An approach was first developed to estimate municipality water demand that lack socioeconometric data using a purpose-specific model. Hydrological assessment of river Oyun basin was carried out using Markov model and sequent peak analysis to determine the reliability extent for the future demand need. The two models were then applied to Offa municipality in Kwara state, Nigeria. The finding revealed the reliability and adequacy of the resource up till year 2020. The need to start exploring a well-coordinated conjunctive use of resources is recommended. The study can serve as an organized baseline for future work that will consider physiographic characteristics of the basin and climatic dynamics. The findings can be a vital input into the demand management process for long-term sustainable water supply of the town and by extension to urban township with similar characteristic.

  9. Radon and progeny ({sup 214}Pb and {sup 214}Bi) in urban water-supply systems of Sao Paulo State, Brazil

    Energy Technology Data Exchange (ETDEWEB)

    Bonotto, Daniel Marcos [Departamento de Petrologia e Metalogenia, Universidade Estadual Paulista (UNESP), Av. 24-A, No. 1515, C.P. 178, CEP 13506-900 Rio Claro, Sao Paulo (Brazil)], E-mail: danielbonotto@yahoo.com.br; Padron-Armada, Priscilla Cardoso [Departamento de Petrologia e Metalogenia, Universidade Estadual Paulista (UNESP), Av. 24-A, No. 1515, C.P. 178, CEP 13506-900 Rio Claro, Sao Paulo (Brazil)

    2008-10-15

    Many water-supply systems in South America utilize the waters of the Guarani aquifer at least as part of their networks. However, there is little present knowledge in Brazil of the factors affecting Rn presence in the water supplied for end-users, despite the economic importance of Guarani aquifer. {sup 222}Rn analyzes of 162 water samples were performed at 8 municipalities in Sao Paulo State, Brazil, with the aim of investigating the major factors affecting its presence in solution. The {sup 222}Rn activity concentration ranged from 0.04 up to 204.9 Bq/L, with three samples exceeding the World Health Organization maximum limit of 100 Bq/L. Aeration was confirmed as the most important factor for Rn release, as expected due to its gaseous nature. Accumulation in pipes and stratification in the water column were other significant factors explaining the data obtained in some circumstances. The Rn daughters {sup 214}Pb and {sup 214}Bi were also determined in a set of selected samples and their presence was directly related to the occurrence of Rn dissolved in water.

  10. Analysis of the Design of Energy-saving and Water-saving in Building Water Supply System%探析建筑给水系统中节能节水的设计

    Institute of Scientific and Technical Information of China (English)

    吴建波

    2014-01-01

    建筑给水系统利用市政给水管压力直接供水,选用节能型供水设备,给水系统合理分区,降低管道水头损失,选用节水型产品,水表计量及漏水监控,防止用水点水压过高等可达到节水、节能的目的。%Building water supply system is directly supplied by municipal water pipe with pressure. If energy-saving water supply equipment is used, the loss of water head in the pipe can be reduced. If water-saving product is selected, water consumption is measured by water meter and water leakage is monitored, which can prevent exorbitant water pressure at peak of water so as to achieve the goal of water-saving and energy-saving.

  11. Development of Automatic Control System for Supplying Cold Water%冷冻水供水自动控制系统设计

    Institute of Scientific and Technical Information of China (English)

    王鹏; 李东滨; 王华林; 董传友

    2012-01-01

    PLC, configuration software, HMI, and inverter were adopted to construct an automatic control system in order to supply cold water for engine laboratory. By measuring temperature and pressure of entrance and exit pipes, refrigeration equipments and water pumps were adjusted real-time to guarantee to supply stable temperature and pressure cold water. Therefore the quality of water was improved and power was saved. Practice proves that the system designed meets user's requirement. The system has a good reliability and high degree of automation.%为了给发动机实验室提供稳定纯净的冷却水,采用可编程逻辑控制器、组态软件、人机界面、变频器等成熟工控产品,构建了冷冻水供水的自动控制系统。通过监测进出口的水温和水压,实时调整冷却设备及水泵的工作频率,保证了恒温恒压供水,提高了供水质量,节约了电能。实践证明,所设计的系统满足了用户要求,可靠性及自动化程度高。

  12. Potable water supply in U.S. manned space missions

    Science.gov (United States)

    Sauer, Richard L.; Straub, John E., II

    1992-01-01

    A historical review of potable water supply systems used in the U.S. manned flight program is presented. This review provides a general understanding of the unusual challenges these systems have presented to the designers and operators of the related flight hardware. The presentation concludes with the projection of how water supply should be provided in future space missions - extended duration earth-orbital and interplanetary missions and lunar and Mars habitation bases - and the challenges to the biomedical community that providing these systems can present.

  13. A Template to Enhance Regional Water Supply Planning

    OpenAIRE

    Ieuter, Toby C

    2004-01-01

    Regional water supply planning can be performed in a variety of ways and the impetus behind the creation of a regional water supply plan is as diverse as the constituents the plan serves. Formal water supply planning has been occurring for the last fifty years and a review of recent literature suggests that trends in water supply planning are leading to regional, integrated planning. Integrated regional water supply planning includes aspects of land use, population growth, environmental imp...

  14. Framework for Enhancing the Supply-Demand Balance of a Tri-Supply Urban Water Scheme in Australia

    OpenAIRE

    Edoardo Bertone; Rodney A. Stewart

    2011-01-01

    Fit-for-purpose potable source substitution of appropriate water end uses with rainwater or recycled water is often essential to maintain water security in growing urban regions. This paper provides the results of a detailed supply-demand forecasting review of a unique tri-supply (i.e., potable, A+ recycled and rain water sources reticulated to household) urban water scheme located in Queensland, Australia. Despite the numerous benefits of this scheme, system efficiency (e.g., reduced demand ...

  15. Fargo-Moorhead Urban Study. Water Supply Appendix. Volume 2. Phase 2, Alternative Sources and Treatment/Distribution Systems.

    Science.gov (United States)

    1985-05-01

    Type (Million Gallons) (gpm) Treatment Plant Clearwells 7.25 2 @ 6945 1 @ 4860 2 @ 3470 • " 25690 Distribution Elevated 4 @ 0.5 System Elevated 1.0 Raw...carbon to reduce tastes and odors, disinfected, and filtered. Treated water is then stored within the plant in clearwells with a total capacity of 7.5...water from the clearwells through the distribution system and into the five elevated storage tanks. The city has a declining block rate form that includes

  16. Indirect economic impacts in water supplies augmented with desalinated water

    DEFF Research Database (Denmark)

    Rygaard, Martin; Arvin, Erik; Binning, Philip John

    2010-01-01

    softeners. This paper describes potential economic consequences of diluting Copenhagen's drinking water with desalinated water. With a mineral content at 50% of current levels, dental caries and cardiovascular diseases are expected to increase by 51 and 23% respectively. Meanwhile, the number of dish...... going from fresh water based to desalinated water supply. Large uncertainties prevent the current results from being used for or against desalination as an option for Copenhagen's water supply. In the future, more impacts and an uncertainty analysis will be added to the assessment....

  17. Distribution of Asellus aquaticus and microinvertebrates in a non-chlorinated drinking water supply system--effects of pipe material and sedimentation.

    Science.gov (United States)

    Christensen, Sarah C B; Nissen, Erling; Arvin, Erik; Albrechtsen, Hans-Jørgen

    2011-05-01

    Danish drinking water supplies based on ground water without chlorination were investigated for the presence of the water louse, Asellus aquaticus, microinvertebrates (water samples were collected from fire hydrants at 31 locations, and two elevated tanks (6000 and 36,000 m(3)) as well as one clean water tank at a waterworks (700 m(3)) were inspected. Several types of invertebrates from the phyla: arthropoda, annelida (worms), plathyhelminthes (flatworms) and mollusca (snails) were found. Invertebrates were found at 94% of the sampling sites in the piped system with A. aquaticus present at 55% of the sampling sites. Populations of A. aquaticus were present in the two investigated elevated tanks but not in the clean water tank at a waterworks. Both adult and juvenile A. aquaticus (length of 2-10 mm) were found in tanks as well as in pipes. A. aquaticus was found only in samples collected from two of seven investigated distribution zones (zone 1 and 2), each supplied directly by one of the two investigated elevated tanks containing A. aquaticus. Microinvertebrates were distributed throughout all zones. The distribution pattern of A. aquaticus had not changed considerably over 20 years when compared to data from samples collected in 1988-89. Centrifugal pumps have separated the distribution zones during the whole period and may have functioned as physical barriers in the distribution systems, preventing large invertebrates such as A. aquaticus to pass alive. Another factor characterising zone 1 and 2 was the presence of cast iron pipes. The frequency of A. aquaticus was significantly higher in cast iron pipes than in plastic pipes. A. aquaticus caught from plastic pipes were mainly single living specimens or dead specimens, which may have been transported passively trough by the water flow, while cast iron pipes provided an environment suitable for relatively large populations of A. aquaticus. Sediment volume for each sample was measured and our study described for

  18. Assessment And Proposal Of Innovative Waste Water Supply System For Informal Settlement Residences ‘The Case Of Ikuti Sub-Urbs, Mbeya City – Tanzania’

    Directory of Open Access Journals (Sweden)

    Yazidi Hassan Bakari Mwishwa

    2013-02-01

    Full Text Available The problem of informal settlement that is characterized by low quality houses and inadequate infrastructure has continued to affect societies; Ikuti Sub-Urbs is inseparable of this. In Ikuti sub-urbs, waste water is noticeable flowing along the adjacent houses of the residences, a problem is even exacerbate with the built-in informal settlements. Such situation creates unpleasant and discomfort living condition to the households. This study investigates performance of waste water supply system within Ikuti Sub-Urbs and proposes an innovative concrete trapezoidal channel that would hygienically convey wastes to a disposal unit. A survey was conducted to outline waste water performance issues: i.e. waste water generation, awareness and consciousness by the community about these waste water’s effects, identifying current initiatives by respondents and identifying distances between houses together with the topographical levels of the underlying ground. Four issues appear as the study’s findings (i waste water occur from diverse sources: from the off points of uncontrolled taps, kitchen utensils, baths and toilets (ii waste water flows on uncontrolled strips at the adjoin households; causing discomfort to the street walkers, in addition to the effects to children that keep to play-in (iii Few residences are noted to be familiar with the waste water’s hazards; information further denote that, in the village’s level, there is little/no efforts to improve waste water supply systems (iv spaces between houses provide clear sizes ranging from sixty to one hundred fifty centimeters and a down fall topographical land necessary to support an open, with a cover, trapezoidal concrete channel that conveys waste water to a disposal unit. Generally, despite the likely specific benefits to the Ikuti residences, this study’s finding has implication of adaption in many other places of the developing countries.

  19. Information system for the supply chain management

    OpenAIRE

    Delia Adriana Marincas

    2008-01-01

    Supply chain management SCM is the integration and management of supply chain organizations and activities through collaboration, effective business processes and high levels of information sharing. The supply chain concept has become a concern due to global competition and increasing customer demand for value. Thus, the information must be available in real time across the supply chain and this can not be achieved without an integrated software system for supply chain management. Supply chai...

  20. 30 CFR 874.14 - Water supply restoration.

    Science.gov (United States)

    2010-07-01

    ... 30 Mineral Resources 3 2010-07-01 2010-07-01 false Water supply restoration. 874.14 Section 874.14... ABANDONED MINE LAND RECLAMATION GENERAL RECLAMATION REQUIREMENTS § 874.14 Water supply restoration. (a) Any... supply restoration projects. For purposes of this section, “water supply restoration projects” are...

  1. 40 CFR 230.50 - Municipal and private water supplies.

    Science.gov (United States)

    2010-07-01

    ... 40 Protection of Environment 24 2010-07-01 2010-07-01 false Municipal and private water supplies... Potential Effects on Human Use Characteristics § 230.50 Municipal and private water supplies. (a) Municipal and private water supplies consist of surface water or ground water which is directed to the intake...

  2. Vulnerability of drinking water supplies to engineered nanoparticles.

    Science.gov (United States)

    Troester, Martin; Brauch, Heinz-Juergen; Hofmann, Thilo

    2016-06-01

    The production and use of engineered nanoparticles (ENPs) inevitably leads to their release into aquatic environments, with the quantities involved expected to increase significantly in the future. Concerns therefore arise over the possibility that ENPs might pose a threat to drinking water supplies. Investigations into the vulnerability of drinking water supplies to ENPs are hampered by the absence of suitable analytical methods that are capable of detecting and quantifiying ENPs in complex aqueous matrices. Analytical data concerning the presence of ENPs in drinking water supplies is therefore scarce. The eventual fate of ENPs in the natural environment and in processes that are important for drinking water production are currently being investigated through laboratory based-experiments and modelling. Although the information obtained from these studies may not, as yet, be sufficient to allow comprehensive assessment of the complete life-cycle of ENPs, it does provide a valuable starting point for predicting the significance of ENPs to drinking water supplies. This review therefore addresses the vulnerability of drinking water supplies to ENPs. The risk of ENPs entering drinking water is discussed and predicted for drinking water produced from groundwater and from surface water. Our evaluation is based on reviewing published data concerning ENP production amounts and release patterns, the occurrence and behavior of ENPs in aquatic systems relevant for drinking water supply and ENP removability in drinking water purification processes. Quantitative predictions are made based on realistic high-input case scenarios. The results of our synthesis of current knowledge suggest that the risk probability of ENPs being present in surface water resources is generally limited, but that particular local conditions may increase the probability of raw water contamination by ENPs. Drinking water extracted from porous media aquifers are not generally considered to be prone to ENP

  3. On design of fire-fighting water-supply system in coal preparation plants%选煤厂消防给水系统设计探讨

    Institute of Scientific and Technical Information of China (English)

    宋晓娟; 王俊

    2012-01-01

    根据《煤规》《选规》及《建规》中对选煤厂消防给水系统的有关规定,通过对选煤厂室内和室外消防用水量、选煤厂消防体制及管网布置进行了分析,针对选煤厂消防给水系统设计中存在的问题,提出了个人见解,以期指导实践。%According to the relative regulation on the fire-fighting water-supply system in the coal preparation plants in the Regulation for Coal,the Regulation for Coal Preparation and the Regulation for the Construction,the paper analyzes the volumes of the outdoor and indoor fire-fighting water in the coal preparation plants,the fire-fighting system for the coal selection plants,and the allocation for the pipe network,and points out own opinions for the problems in the design for the fire-fighting water-supply system in the coal preparation plants,so as to direct the practice.

  4. Multiunit water resource systems management by decomposition, optimization and emulated evolution : a case study of seven water supply reservoirs in Tunisia

    NARCIS (Netherlands)

    Milutin, D.

    1998-01-01

    Being one of the essential elements of almost any water resource system, reservoirs are indispensable in our struggle to harness, utilize and manage natural water resources. Consequently, the derivation of appropriate reservoir operating strategies draws significant attention in water resou

  5. IMPROVEMENT OF SYSTEMS OF TECHNICAL WATER SUPPLY WITH COOLING TOWERS FOR STEAM POWER PLANTS TECHNICAL AND ECONOMIC INDICATORS PERFECTION. Part 1

    Directory of Open Access Journals (Sweden)

    Yu. A. Zenovich-Leshkevich-Olpinskiy

    2016-01-01

    Full Text Available In order to reduce the temperature of cooling water and increase the efficiency of use of power resources the main directions of modernization of systems of technical water supply with cooling towers at steam power plants are presented. The problems of operation of irrigation systems and water distribution systems of cooling towers are reviewed. The design of heat and mass transfer devices, their shortcomings and the impact on the cooling ability of the cooling tower are also under analysis. The use of droplet heat and mass transfer device based on the lattice polypropylene virtually eliminates the shortcomings of the film and droplet-film heat and mass transfer devices of the cooling tower, increasing lifetime, and improving the reliability and efficiency of the operation of the main equipment of thermal power plants. The design of the water distribution devices of cooling towers is also considered. It is noted that the most effective are water-spattering low-pressure nozzles made of polypropylene that provides uniform dispersion of water and are of a high reliability and durability.

  6. Energy-saving by teh reduction of the pressure loss in tge water supplying system of boilers. Boiler kyusui keito no atsuryoku sonshitsu keigen ni yoru sho energy

    Energy Technology Data Exchange (ETDEWEB)

    Nakayama, T. (Chubu Electric Power Co. Inc., Nagoya (Japan))

    1991-02-04

    In the water supplying system of boilers for the power generators scale deposits are mainly composed by Fe {sub 3} O {sub 4}. With removing this scale by the chemical cleaning the recovery of the heat transfer efficiency and the reduction of the pressure loss were expected. Generally scale in the narrow tubes is removed with the jet cleaning which uses high pressure water, but in this method scale is not removed completely. To raise the pH of the supplying water is also tried, but it is not sufficient to solve the problem. Therefore, the chemical cleaning using the citric acid and the hydroxy acid was done. In this case, a part of scale which can not be solved in the cleaning water might be left in the pipe as sludge. So the best conditions of the solvent flow for the removal of this sludge were investigated in the experiments and those conditions were applied. Further, the sludge catchers were used. As a result of those cleaning, the gains obtained in 2 years were 199 million yen in No.5 generator, 519 million yen in No.6 generator in Chita thermal power plant, and 187 million yen in Chita second thermal power plant. 4 figs., 9 tabs.

  7. Indemnification of the quality of water supply in residential areas

    Institute of Scientific and Technical Information of China (English)

    CHENJing; GUOShiquan

    2003-01-01

    Most cities of our country now adopt the method of concentative pipe nets in water supply. In order to meet the users'' request of hydraulic pressure, some small residential areas or building groups have established water supply systems of secondary compression. Now most water supply enterprises do much work in purification processes of waterworks so as to improve the water quality; however, the secondary pollution because of water supply pipe nets is ignored. An investigation was done by special team of “security technology of water quality in residential areas” and they investigated water quality of waterworks and health and quarantine stations in big and middle cities of the whole country. The result indicates that secondary pollution of pipeline networks indeed exists. So, in order to resolve the question of secondary pollution and to provide people with clean and secure drinking water, the reason that secondary pollution came into being must be understood, moreover, concrete methods and measures aimed at each reason should be found out.

  8. Mean Residence Time and Emergency Drinking Water Supply.

    Science.gov (United States)

    Kralik, Martin; Humer, Franko

    2013-04-01

    Immediately after securing an endangered population, the first priority of aid workers following a disaster is the distribution of drinking water. Such emergency situations are reported from many parts of the world following regional chemical or nuclear pollution accidents, floods, droughts, rain-induced landslides, tsunami, and other extreme events. It is often difficult to organise a replacement water supply when regular water systems with short residence times are polluted, infiltrated or even flooded by natural or man-made disasters. They are either unusable or their restoration may take months or even years. Groundwater resources, proven safe and protected by the geological environment, with long residence times and the necessary infrastructure for their exploitation, would provide populations with timeous replacement of vulnerable water supply systems and make rescue activities more rapid and effective. Such resources have to be identified and investigated, as a substitute for affected drinking water supplies thereby eliminating or reducing the impact of their failure following catastrophic events. Even in many areas such water resources with long residence times in years or decades are difficult to find it should be known which water supply facilities in the region are matching these requirements to allow in emergency situation the transport of water in tankers to the affected regions to prevent epidemics, importing large quantities of bottled water. One should know the residence time of the water supply to have sufficient time to plan and install new safe water supply facilities. Development of such policy and strategy for human security - both long term and short term - is therefore needed to decrease the vulnerability of populations threatened by extreme events and water supplies with short residence times. Generally: The longer the residence time of groundwater in the aquifer, the lower its vulnerability. The most common and economic methods to estimate

  9. 超高层建筑消防给水系统分区设计探讨%Discussion on high-rise building fire water supply system partition design

    Institute of Scientific and Technical Information of China (English)

    陈烨

    2016-01-01

    从并联分区消防给水方式、减压分区给水系统、串联分区给水系统等方面,介绍了超高层建筑消防给水系统分区的几种形式,并探讨了消防给水及消火栓系统技术规范的实行对超高建筑消防给水系统分区的影响,最终达到合理设计消防给水系统的目的。%From the fire water way of associated partition,decompression partition water supply system,series partition water supply system and other aspects,this paper introduced several forms of high-rise building fire water supply system partition,and discussed the influence of fire water supply and fire hydrant system specification practice to high-rise building fire water supply system partition,eventually achieved the goal of rea-sonable design of fire water supply system.

  10. Installation of potable water supply and heat supply at base of subsoil water

    Directory of Open Access Journals (Sweden)

    Denysova Alla Evseevna

    2016-01-01

    Full Text Available Removal of groundwater with further use of it for potable water supply and heat supply with the use of heat pump is an important problem. A new revolutionary approach to the decision of energy and water saving that provides rational accommodation of groundwater boreholes ensuring the required flow rate of water through the heat pump evaporator with simultaneously high intensity of heat exchange process is proposed. The method of calculation which allows determining the necessary depth of borehole, quantity of boreholes, in consideration of flow rate and temperature of subsoil water determining capacity of heat pump installation is worked out.

  11. Installation of potable water supply and heat supply at base of subsoil water

    Directory of Open Access Journals (Sweden)

    Denysova Alla Evseevna

    2016-01-01

    Full Text Available Removal of groundwater with further use of it for potable water supply and heat supply with the use of heat pump is an important problem. A new revolutionary approach to the decision of energy and water saving that provides rational accommodation of groundwater boreholes ensuring the required flow rate of water through the heat pump evaporator with simultaneously high intensity of heat exchange process is proposed. The method of calculation which allows determining the necessary depth of borehole, quantity of boreholes, in consideration of flow rate and temperature of subsoil water determining capacity of heat pump installation is worked out.

  12. The Quality Control of Installation of Indoor Water Supply System%室内给水系统安装的质量控制

    Institute of Scientific and Technical Information of China (English)

    陈祖训

    2014-01-01

    This article is mainly puts forward some specific suggestions on quality control during the instal ation process of indoor water supply system, thus improves the existing problems and the quality of engineering. This article wants to discuss with technical personnel col eagues.%本文主要是就建筑物在室内给水系统的安装过程,提出一些质量控制方面的具体建议,进而改进这方面存在的问题,提高工程质量,与同行技术人员共同探讨。

  13. “Ritual” and “Structured” discard in archaeological interpretations: Case study of water supply system at the site “Kale” in Krševica

    Directory of Open Access Journals (Sweden)

    Ivan Vranić

    2016-11-01

    Full Text Available The issues of cult, ritual, religion, and magic are important though to a large extent neglected and theoretically insufficiently developed subjects in the current archaeological literature. The aim of the paper is to demonstrate, on particular examples of potentially ritual activities associated to the erection and subsequent “ritual killing” of the water supply system at the site “Kale” in the village Krševica, that this neglect is not merely the consequence of trends in choices of research topics, but that it further points to certain disadvantages of current approaches based upon the archaeology of identity and the concepts of structured or symbolic deposition.

  14. Water Supply Planning for Landscape Irrigation in Virginia

    OpenAIRE

    Tucker, Adrienne Janel LaBranche

    2009-01-01

    A water supply plan approach was used to investigate irrigation application on landscaped areas in Virginia with a focus on turfgrass. The economically-important turfgrass industry in Virginia should be proactive in conserving drinking water supplies to meet human consumption needs, especially in drought times. This thesis investigates current irrigation water supplies, water supply sustainability, and alternative water sources to meet irrigation demands and offers an insight on how potable w...

  15. Geolocation Support for Water Supply and Sewerage Projects in Azerbaijan

    Science.gov (United States)

    Qocamanov, M. H.; Gurbanov, Ch. Z.

    2016-10-01

    Drinking water supply and sewerage system designing and reconstruction projects are being extensively conducted in Azerbaijan Republic. During implementation of such projects, collecting large amount of information about the area and detailed investigations are crucial. Joint use of the aerospace monitoring and GIS play an essential role for the studies of the impact of environmental factors, development of the analytical information systems and others, while achieving the reliable performance of the existing and designed major water supply pipelines, as well as construction and exploitation of the technical installations. With our participation the GIS has been created in "Azersu" OJSC that includes systematic database of the drinking water supply and sewerage system, and rain water networks to carry out necessary geo information analysis. GIScreated based on "Microstation" platform and aerospace data. Should be mentioned that, in the country, specifically in large cities (i.e. Baku, Ganja, Sumqait, etc.,) drinking water supply pipelines cross regions with different physico-geographical conditions, geo-morphological compositions and seismotectonics.Mains water supply lines in many accidents occur during the operation, it also creates problems with drinking water consumers. In some cases the damage is caused by large-scale accidents. Long-term experience gives reason to say that the elimination of the consequences of accidents is a major cost. Therefore, to avoid such events and to prevent their exploitation and geodetic monitoring system to improve the rules on key issues. Therefore, constant control of the plan-height positioning, geodetic measurements for the detailed examination of the dynamics, repetition of the geodetic measurements for certain time intervals, or in other words regular monitoring is very important. During geodetic monitoring using the GIS has special significance. Given that, collecting geodetic monitoring measurements of the main pipelines

  16. Columbia River System Operation Review : Final Environmental Impact Statement, Appendix F: Irrigation, Municipal and Industrial/Water Supply.

    Energy Technology Data Exchange (ETDEWEB)

    Columbia River System Operations Review (U.S.); United States. Bonneville Power Administration; United States. Army. Corps of Engineers. North Pacific Division; United States. Bureau of Reclamation. Pacific Northwest Region.

    1995-11-01

    Since the 1930`s, the Columbia River has been harnessed for the benefit of the Northwest and the nation. Federal agencies have built 30 major dams on the river and its tributaries. Dozens of non-Federal projects have been developed as well. The dams provide flood control, irrigation, navigation, hydro-electric power generation, recreation, fish and wildlife, and streamflows for wildlife, anadromous fish, resident fish, and water quality. This is Appendix F of the Environmental Impact Statement for the Columbia River System, focusing on irrigation issues and concerns arrising from the Irrigation and Mitigation of impacts (M&I) working Group of the SOR process. Major subheadings include the following: Scope and process of irrigation/M&I studies; Irrigation/M&I in the Columbia Basin Today including overview, irrigated acreage and water rights, Irrigation and M&I issues basin-wide and at specific locations; and the analysis of impacts and alternative for the Environmental Impact Statement.

  17. FEATURES OF SCIENTIFIC INVESTIGATIONS CONDUCTED IN THE LABORATORIES OF THE DEPARTMENT OF WATER SUPPLY OF MGSU

    Directory of Open Access Journals (Sweden)

    Nikitina Irina Nikolaevna

    2016-03-01

    Full Text Available The article focuses on the work of the laboratories of the Department of Water Supply of MGSU. The laboratory of pipe-lines, pumping equipment and sanitary equipment operates in MGSU affiliated to the department of water supply. A hydraulic stand for testing and defining the the hydraulic characteristics of pressure and free-flow pipelines of water supply and sewerage systems is installed there. There are also stands for investigating the sanitary equipment of the buildings, the fire and hot water supply systems. The main research directions of the department of water supply are diverse: hydraulics of water supply systems, recon-struction of pipelines using trenchless technologies, reliable water supply and distribution systems, purification of natural water for drinking and industrial water supply, post-treatment of natural water for domestic water supply, resource conservation in domes-tic water supply systems, etc. The laboratory also has a computer lab, able to simultane-ously hold up to 30 students. In collaboration with the laboratory there operates a scien-tific circle for students and Master students, which provides a lot of interesting and useful information on the latest developments.

  18. 加纳布维水电站技术供水系统选型设计%Type Selection of Equipment in Design of Cooling Water Supply System, Bui Hydropower Project

    Institute of Scientific and Technical Information of China (English)

    刘国峰; 王龙; 陶建民

    2013-01-01

    The unit-based secondary closed circulating water supply means is described in terms of calculation of type selection of main equipment of the secondary closed circulating water supply system and the first cooling water supply/discharge system.Especially, calcu-lation of type selection of the main equipment (such as booster pump, expansion tank) of the secondary closed circulating water supply system is stressed.The unit-based secondary closed circulating water supply system is applied by Bui Hydropower Project.Through the practical operation, the system works smoothly.The unit water supply is specified in comparison with the central water supply system. Namely, one independent water supply system is provided to one turbine-generator unit separately.%文章从二次密闭循环冷却供水系统、一次冷却供排水系统的主要设备选型计算等方面介绍单元二次密闭循环冷却供水方式。其中重点介绍二次密闭循环冷却供水系统关键设备(加压泵、膨胀罐)的选型计算。加纳布维水电站技术供水系统采用单元二次密闭循环冷却供水方式(单元供水是相对于集中供水而言,即每台机设置1套独立的供水系统)。经过实际运行,运行状况良好。

  19. Using the reference curve of a water supply system for determining the optimal operation schedule; Utilizacion de la curva de consgina de un abastecimiento de agua para determinar el regimen de explotacion mas eficiente

    Energy Technology Data Exchange (ETDEWEB)

    Iglesias Rey, P. L.; Martinez Solano, F. J.; Fuertes Miquel, V. S.; Lopez Patino, G.

    2007-07-01

    A new water inlet point in the network can modify the water supply schedule so that the distribution of flow to supply from the different points would be a problem to determine in each case. To present work uses the reference curve concept of a water supply system to propose a method that determines the appropriate distribution of water supplied using simulation models. The methodology is based on looking for the grater power efficiency in the system, assuming equal production costs in the different sources. The obtained conclusions allows to know some parameters that influence in the location of the optimal production system. At the same time, the analysis of two examples shows the reach of the propose methodology. (Author) 6 refs.

  20. Discussion and Analysis on Energy-saving Optimization Design of Water Supply System for Passenger Train%旅客列车注水系统节能优化设计探析

    Institute of Scientific and Technical Information of China (English)

    邢军朝; 席社

    2013-01-01

    At present the water amount of water supply system on a domestic passenger train is too small to meet the need for rapid and sufficient water supply to the passenger train which has been sped up.However,if the water supply facilities at the station surface were put into renovation for improving the water supply ability,the renovation effectiveness would be not only unsatisfactory but also with large energy consumption and high cost.For this reason,this paper researched the ways of improving water supply ability of passenger train water supply system,analyzed the functional relationship between passenger train water supply ability and energy consumption.And then by combining this functional relationship with functional curve graph,the paper analyzed the technical indexes respectively before and after the optimization of passenger train water supply system,such as the water amount,energy consumption etc,therefore the rationality of system energy-saving optimization design was illustrated.%国内旅客列车车上注水系统上水量小,满足不了提速后客车快速足量补水的作业要求,改造车站地面上水设施以提高客车上水能力的成效低,还造成系统能耗高,投资大等问题.通过研究提高客车上水系统上水能力的途径,分析客车上水能力与系统能耗的函数关系,并用该函数关系,结合函数曲线图分析旅客列车注水系统优化前后的上水量及能耗等技术指标,从而论证了系统节能优化设计的合理性.

  1. 管网水力与水质模型在多水厂供水管理中的应用%Application of Hydraulic and Water Quality Model to Management of Water Supply System with Multiple Waterworks

    Institute of Scientific and Technical Information of China (English)

    徐强; 陈求稳; 李伟峰; 顾军农

    2011-01-01

    The water demand of a city keeps increasing due to rapid expansion, which can no longer be met by a single waterworks. In many cities, water is supplied by several waterworks. However,the water supply system with multiple waterworks brings new challenges to the pressure regulation and water quality security. Taking the water supply system of a city in the northern China as the ease, the characteristics of hydraulics and water quality of the system with multiple waterworks are analyzed by using EPANET as the computational engine. The water supply area of each main supplier is calculated. The zoning management can be achieved by closing the valves at the boundaries of each covering area.%随着城市规模的扩大,城市居民生产和生活用水量日益增加,以往单水厂供水已不能满足用水需求,多数城市都是多水厂供水,但此供水模式给压力调度和水质管理带来了新的问题.以北方某市供水管网为例,基于EPANET计算引擎,分析了多水厂供水条件下管网的水力学和水质特征;计算了主要水厂的供水范围,通过关闭供水范围边界阀门可实现供水的分区管理.

  2. The development of a non-cryogenic nitrogen/oxygen supply system. [using hydrazine/water electrolysis

    Science.gov (United States)

    Greenough, B. M.; Mahan, R. E.

    1974-01-01

    A hydrazine/water electrolysis process system module design was fabricated and tested to demonstrate component and module performance. This module is capable of providing both the metabolic oxygen for crew needs and the oxygen and nitrogen for spacecraft leak makeup. The component designs evolved through previous R and D efforts, and were fabricated and tested individually and then were assembled into a complete module which was successfully tested for 1000 hours to demonstrate integration of the individual components. A survey was made of hydrazine sensor technology and a cell math model was derived.

  3. 淡化水作为城市供水时的水质问题与对策%WATER QUALITY ISSUES AND COUNTERMEASURES IN MUNICIPAL WATER SUPPLY SYSTEM USING DESALINATED WATER

    Institute of Scientific and Technical Information of China (English)

    赵明; 沈娜; 何文杰

    2011-01-01

    随着海水淡化技术日益成熟,工程规模也越来越大,淡化水在解决淡水资源短缺的今天发挥着巨大作用,淡化水将大规模地应用到市政给水.从淡化水的安全性和对管网的影响,阐述了淡化水的特殊性,并根据其特点提出了达到常饮水标准,提高水质化学稳定性,减轻对管道的腐蚀,稳定水力条件,减轻“黄水”现象出现的工程措施.%The desalinated water is playing much more important role in solving the shortage of freshwater resources all around the world, especially with the seawater desalination technology becoming more and more mature and the project scales increasing much larger, the desalinated water will be extensively applied to municipal water supply system. In this article,the characteristics of the desalinated water will be illustrated from two aspects: the health and safety as one kind of drinking water as well as the effects on the distribution system. According to such water's characteristics, some counter-measures were proposed to improve water chemical stability, to mitigate corrosion of pipelines, to keep stable hydraulic conditions of distribution system , and to avoid the pH enomena of "yellow"water.

  4. Life cycle assessment of a water supply and wastewater treatment system. A case study of Tampere Water Works; Vesihuollon elinkaaritutkimus. Tampereen vesilaitoksen vaikutukset ympaeristoeoen

    Energy Technology Data Exchange (ETDEWEB)

    Tenhunen, J.; Oinonen, J.; Seppaelae, J.

    2000-09-01

    In this study, the Life Cycle Assessment (LCA) of Tampere Water Works was conducted in Finland. The main aims of the study were to assess the environmental impacts of water supply and wastewater treatment and to explain the question 'To what extent is it worthwhile to treat wastewater from the point of view of the environment?' In the study emissions caused by Tampere Water Works were assessed by the impact assessment method in which Finland-specific conditions are taken into account. This case study shows that the environmental impacts of final effluent are much higher than those caused by the wastewater treatment. Energy production needed in wastewater treatment and other subsystems in Water Works is the most important source of the environmental impacts after the treated wastewater. According to this study wastewater management in Tampere seems to be efficient and successful from the point of view of the environment. Furthermore the potential impacts of final effluent were considerably smaller than the impacts of direct emissions from energy production, industry and road traffic in Tampere. (orig.)

  5. Public Perception of Potable Water Supply in Abeokuta South west ...

    African Journals Online (AJOL)

    The perception of residents towards the supply of potable water to Abeokuta was ... water related diseases as a result of the consumption of drinking water ... who relied on water from alternative sources subjected the water to treatment before ...

  6. Water supply, sanitation and health risks in Douala, Cameroon ...

    African Journals Online (AJOL)

    Water supply, sanitation and health risks in Douala, Cameroon. ... out in March 2007 among 1400 households with respect to the water supply, sanitation and ... The companies present in the quarters discharge their wastewater in the drains.

  7. [Linkage of environmental and health data: health risk analysis of the Rio de Janeiro water supply by using geographical information systems].

    Science.gov (United States)

    Barcellos, C; Coutinho, K; Pina, M F; Magalhães, M M; Paola, J C; Santos, S M

    1998-01-01

    Exposure assessment of population groups is based on linkage of environmental and health data. This relationship can be hard to establish due to spatial and temporal lags in data sets. Environmental data generally refer to scattered sampling points, while epidemiological data integrate periods of time within administrative territories. GIS can be used as a basis for organizing health-related and environmental data sets. We examined potential health risk in the Rio de Janeiro city water supply based on the overlay of information layers containing data on the presence and quality of water supply services. We used census tracts as the primary georeferenced data, since they contain information on how households are supplied, water supply pipes, sources, and reservoirs, and water quality according to the monitoring program. Population groups exposed to risks were located and quantified using spatial operations among these layers and adopting different risk criteria. The main problems related to water supply are located on the northern slope of the Tijuca Mountain Range (involving the absence or poor quality of water) and in the western area of the city of Rio, where the population relies on alternative water supply sources. The different origins, objectives, and structures of data have to be analyzed critically, and GIS can be used as a data validation tool as well as an instrument for detailed identification of inconsistencies.

  8. Water Supply System Maintenance of the T1 Terminal of Shanghai Pudong International Airport%上海浦东国际机场T1航站楼给水系统维护

    Institute of Scientific and Technical Information of China (English)

    杨居川

    2015-01-01

    In the work of energy supply for the terminal during these years, water supply system security played a crucial role. In order to ensure the normal operation of the water supply system of the T1 terminal in the future, the water supply system was evaluated combining with field investigation. This evaluation especially studied the composition of water supply system, the equipment characteristics and current operation situation. Through the comparison between original design and current situation, this evaluation also discussed whether the current water supply system could meet the current and future requirement. Meanwhile , this evaluation tested the lifetime of the main equipment and explained the existing deficiencies of the water supply system. This article would provide reference suggestions to the operation and maintenance of the water supply system of the T1 terminal of Shanghai Pudong International Airport in the future.%为确保上海浦东国际机场T1航站楼给水系统将来的正常运行,结合现场调研情况对T1航站楼给水系统进行了分析评估,重点研究了T1航站楼给水系统的构成、设备的性能及运载状况,并通过与原始设计资料的对比分析,探讨系统运行状况是否满足现状要求和未来需求;同时,评估了主要设备使用寿命,阐述了设备系统存在的不足,以期为T1航站楼给水系统设备未来的运行维护提供参考建议。

  9. Visualisation for System Learning in Supply Chains

    Science.gov (United States)

    Lindskog, Magnus; Abrahamsson, Mats; Aronsson, Hakan

    2007-01-01

    Contemporary supply chains are vastly complex, and decisions made by actors have system-wide consequences that these might not be able to foresee. There are gaps between "best practice"-founded theory and actual practice in supply chains. To remedy this, we argue, the supply chain actors need to enhance systems knowledge. There is a need to…

  10. Emergency dry-type fire water supply system for high-rise building%高层民用建筑应急干式消防给水系统设计

    Institute of Scientific and Technical Information of China (English)

    王伟

    2012-01-01

    分析了现有高层民用建筑消防给水系统及供水方式,如室内消火栓或利用消防水带铺设临时给水线路等存在的不足.介绍了高层民用建筑室内应急干式消防给水系统的构成、工作原理及优势,比较了该系统与垂直铺设水带供水的优劣.提出应急干式消防给水系统的给水管道及室内应急干式消火栓设置要求.%The disadvantages of high-rise building fire water sup-ply system and ways of water supply, such as indoor fire hy-drant and laying temporary water supply line by fire hoses were analyzed. The structure, working principles and advantages of emergency dry-type fire water supply system were introduced. The dry-type fire water supply system was compared to vertical laying of water. Requirements for the water supply pipeline and indoor emergency dry-type fire hydrant were put forward.

  11. Modelling and multi-scenario analysis for electric heat tracing system combined with low temperature district heating for domestic hot water supply

    DEFF Research Database (Denmark)

    Yang, Xiaochen; Li, Hongwei; Svendsen, Svend

    2016-01-01

    . In this study, electric heat tracing system was investigated as a solution to this dilemma. A model of electric heat tracing system for multi-storey buildings was built. Various pipe materials and insulation thicknesses as the parameters of the model were compared to make a comprehensive study. The performance......Low temperature district heating (LTDH) is a cost-efficient way of supplying space heating and domestic hot water (DHW) for buildings in urban areas. However, there is concern that the potential hygiene problems (Legionella) might occur if LTDH is implemented, especially for large buildings...... of the electric heating tracing system with LTDH was simulated by taking the user pattern into account. A smart control method based on thermostatic and real-time control was developed, and compared with normal control method. The impact of user pattern was tested by applying standard, stochastic, and real load...

  12. Capacity expansion modelling to aid water supply investment decisions

    OpenAIRE

    Padula, S

    2015-01-01

    Increasing population, economic development, and environmental changes imply that maintaining the water supply-demand balance will remain a top priority. Water resource systems may need to be expanded in order to respond to demand growth. Capacity expansion studies can be used to answer the question of what the optimal expansion size, timing and location of new infrastructure should be. This thesis develops and applies capacity expansion optimisation modelling approaches. We begin with the 'E...

  13. Public-supply water use in Kansas, 2013

    Science.gov (United States)

    Lanning-Rush, Jennifer L.; Eslick, Patrick J.

    2015-10-27

    This report, prepared by the U.S. Geological Survey in cooperation with the Kansas Department of Agriculture’s Division of Water Resources, presents derivative statistics of water used by Kansas public-supply systems in 2013. The published statistics from the previous 4 years (2009–12) are also shown with the 2013 statistics and are used to calculate a 5-year average. An overall Kansas average and regional averages also are calculated and presented.

  14. Importance of pressure reducing valves (PRVs) in water supply networks.

    Science.gov (United States)

    Signoreti, R. O. S.; Camargo, R. Z.; Canno, L. M.; Pires, M. S. G.; Ribeiro, L. C. L. J.

    2016-08-01

    Challenged with the high rate of leakage from water supply systems, these managers are committed to identify control mechanisms. In order to standardize and control the pressure Pressure Reducing Valves (VRP) are installed in the supply network, shown to be more effective and provide a faster return for the actual loss control measures. It is known that the control pressure is while controlling the occurrence of leakage. Usually the network is sectored in areas defined by pressure levels according to its topography, once inserted the VRP in the same system will limit the downstream pressure. This work aims to show the importance of VRP as loss reduction for tool.

  15. 高炉水站供水系统设计优化及经济运行%Design Optimization and Economic Operation of Water Supply System for Blast Furnaces

    Institute of Scientific and Technical Information of China (English)

    刘佳鑫

    2016-01-01

    以重钢高炉联合供水泵站系统改进实践为背景,通过举例在供水方式、水泵参数选择、保安供水可靠性、稳压补水设备选择、水量设计等方面提出了系统改进完善的具体做法,取得了较好的效果。%Based on improvement practice of the combined water supply pump station system of Chongqing Steel, specific system improving and optimizing measures are put forward from the aspects of water supply mode, selection of water pump parameters, the reliability of protection water supply, selection of pressure stabilizing water feeder and water quantity de-signing with actual examples.

  16. Ground-water supplies of the Ypsilanti area, Michigan

    Science.gov (United States)

    McGuinness, Charles L.; Poindexter, O.F.; Otton, E.G.

    1949-01-01

    . The average daily pumpage during periods of maximum production at the bomber plant has been 4.5 to 4.75 million gallons. On June 30, 1945, production of bombers was suspended, and the plant went on a. maintenance basis.The water supply of the bomber-plant well field is replenished by recharge from precipitation and from the Huron River. The evidence shows that recharge from the river is one of the principal sources of water and gives assurance both of the adequacy of the present supply and of the availability of additional water if needed. The safe yield of the three existing wells is estimated to be not less than 6 million gallons per day.The Ypsilanti public water supply is obtained from three tubular wells drilled in 1943, which replaced a number of suction-pumped tubular wells and one large dug well. All the wells penetrate sand and gravel in the bend of the Huron River in the southeastern part of Ypsilanti. The water is treated in a modern treatment plant completed in 1939. The average daily pumpage in million gallons was about 1.68 in 1942, 1.70 in 1943, and 1.66 in 1944. Considerable water was furnished to the Willow Run bomber plant from the Ypsilanti public-supply system during the period from August 1941 through March 1943.The available information indicates that the water pumped from the Ypsilanti well field is replenished by ground-water flow from adjacent stretches of the Huron Valley and from the upland areas outside the valley, from precipitation on the valley in the vicinity of the well field, and possibly from the Huron River. It is believed that sufficient water can be obtained from the well field to meet the expected demand for a considerable time. The safe yield of the present wells is estimated to be not less than 3 million gallons per day, and detailed pumping tests might show that still larger supplies could be safely developed.The water supply of the Willow Run Townsite is obtained from four wells in two well fields about 2 miles apart, one

  17. 流域水资源供需系统演化特征识别%Distinguishing of water resources supply and demand system evolution features

    Institute of Scientific and Technical Information of China (English)

    刘丙军; 陈晓宏; 雷洪成; 陈文静

    2011-01-01

    水资源的有限性和稀缺性必然导致水资源供需系统中资源、社会经济和生态环境目标相互制约、相互冲突.在系统识别水资源供需系统协同特征基础上,根据协同学支配原理,分别在水资源供需系统资源、社会经济和生态环境子系统中设置了序参量,并运用有序度、协调度等概念,构建了一种基于协同学原理的流域水资源供需系统演化特征识别模型,并将此模型运用于东江流域,揭示了该流域不同发展时期水资源供需系统的协同异化特征演化规律.结果表明,剧烈人类活动影响下,2000年左右东江流域水资源供、需关系发生明显转变,水资源供需系统逐渐向无序、混乱状态演进.%Shortage of water resources is likely to result in conflicts among the water resources supply and demand system, the socio-economic development and the eco-environmental requirement. In this study, the principle of order is used to balance and coordinate the three conflict parties. This is done through the introduction of order parameters to the three parties. A system identification model is developed based on the concept of the degree of order and coordination. The model is used to the Dongjiang River Basin to reveal the evolution of the water resources supply and demand system. The results show that the water resource supply and demand of Dongjiang River Basin has evolved towards disorder and chaos state under the strong disturbance of human activities in 2000.

  18. Water quality effects of intermittent water supply in Arraiján, Panama.

    Science.gov (United States)

    Erickson, John J; Smith, Charlotte D; Goodridge, Amador; Nelson, Kara L

    2017-05-01

    Intermittent drinking water supply is common in low- and middle-income countries throughout the world and can cause water quality to degrade in the distribution system. In this study, we characterized water quality in one study zone with continuous supply and three zones with intermittent supply in the drinking water distribution network in Arraiján, Panama. Low or zero pressures occurred in all zones, and negative pressures occurred in the continuous zone and two of the intermittent zones. Despite hydraulic conditions that created risks for backflow and contaminant intrusion, only four of 423 (0.9%) grab samples collected at random times were positive for total coliform bacteria and only one was positive for E. coli. Only nine of 496 (1.8%) samples had turbidity >1.0 NTU and all samples had ≥0.2 mg/L free chlorine residual. In contrast, water quality was often degraded during the first-flush period (when supply first returned after an outage). Still, routine and first-flush water quality under intermittent supply was much better in Arraiján than that reported in a previous study conducted in India. Better water quality in Arraiján could be due to better water quality leaving the treatment plant, shorter supply outages, higher supply pressures, a more consistent and higher chlorine residual, and fewer contaminant sources near pipes. The results illustrate that intermittent supply and its effects on water quality can vary greatly between and within distribution networks. The study also demonstrated that monitoring techniques designed specifically for intermittent supply, such as continuous pressure monitoring and sampling the first flush, can detect water quality threats and degradation that would not likely be detected with conventional monitoring. Copyright © 2017 Elsevier Ltd. All rights reserved.

  19. Framework for Enhancing the Supply-Demand Balance of a Tri-Supply Urban Water Scheme in Australia

    Directory of Open Access Journals (Sweden)

    Edoardo Bertone

    2011-10-01

    Full Text Available Fit-for-purpose potable source substitution of appropriate water end uses with rainwater or recycled water is often essential to maintain water security in growing urban regions. This paper provides the results of a detailed supply-demand forecasting review of a unique tri-supply (i.e., potable, A+ recycled and rain water sources reticulated to household urban water scheme located in Queensland, Australia. Despite the numerous benefits of this scheme, system efficiency (e.g., reduced demand levels, water treatment, low chemical and energy use and economic viability (i.e., capital and operating costs per kL of supply aspects need to be considered against derived potable water savings. The review underpinned the design of a framework to enhance the schemes supply-demand balance and reduce the unit cost of alternative source supplies. Detailed scenario and sensitivity analysis identified the possibility of a refined scheme design, whereby the A+ recycled water supply would be reticulated to the cold water input tap to the washing machine, and the rain tank that originally supplied this end use be removed from future constructed households. The refined scheme design enhances the present recycled plant utilisation rate and reduces the cost to home owners when building their dwelling due to the removed requirement to install a rain tank to indoor end uses; such actions reduce the overall unit cost of the scheme.

  20. Analysis and simulation of water supply systems with photovoltaic pumping; Analise e simulacao de sistemas de abastecimento de agua com tecnologia fotovoltaica

    Energy Technology Data Exchange (ETDEWEB)

    Vilela, Olga de Castro

    1996-09-01

    During the last two decades, a remarkable progress on the technology of photovoltaic pumping systems (PVP) has been observed. The decrease in the costs of the photovoltaic module and the increase in the efficiency of photovoltaic pumping systems (generator and motor-pump) make PVP systems a good option for rural communities. Most analysis and simulations of PVP systems, utility function, assume the existence of a linear relationship between the hydraulic power and the solar collected radiation. Usually, more general relations exist between those variables. This work presents a new procedure for the analysis and simulation of PVP systems, which uses the utility function to consider the fluctuations in solar radiation, and leads to analytical solutions for PVP systems whose behavior can be represented by general functions, including linear relations as a particular case. The system analyzed considers the energy source (solar radiation) and the components of the water supply system like water source, photovoltaic array, subsystem for conversion of electric into hydraulic energy and, finally, hydraulic network. An analytical procedure to calculate absorbed solar radiation in the optical layers of the photovoltaic module was developed, substituting the conventional ray tracing method. The volume of pumped water was obtained integrating the water flow rate through time, considering the fluctuations related to the behavior of solar radiation and the minimum level of radiation necessary to produce useful energy. The mathematical properties of the utility function allow to derive analytical solutions for the integrals of water flow and hydraulic power. At the same time, we developed a spreadsheet which allows tho visualize the behavior of all variables involved in the process and offers the possibility of simulating different situations in order to maximize the amount of pumped water for any given system. The results obtained through the new procedure were compared with

  1. 浅谈建筑消防给水稳压系统%Discussion on Voltage Stabilization System of Building Fire Water Supply

    Institute of Scientific and Technical Information of China (English)

    杨国辉

    2011-01-01

    The paper described several voltage stabilization ways in building fire water supply system, analyzed the form of voltage regulator control system, summed up the problem supercharger regulator facilities should note in practical applications in order to improve the understanding of supercharging regulated facilities for engineering and technical personnel and give full play to regulated facilities.%对建筑消防给水系统的几种稳压方式进行了阐述,分析了稳压系统的控制形式,总结了增压稳压设施在实际应用中应该注意的问题,以提高工程技术人员对增压稳压设施的认识,充分发挥增压稳压设施的作用.

  2. Public perceptions of drinking water: a postal survey of residents with private water supplies

    Directory of Open Access Journals (Sweden)

    McEwen Scott A

    2006-04-01

    Full Text Available Abstract Background In Canada, the legal responsibility for the condition of private water supplies, including private wells and cisterns, rests with their owners. However, there are reports that Canadians test these water supplies intermittently and that treatment of such water is uncommon. An estimated 45% of all waterborne outbreaks in Canada involve non-municipal systems. An understanding of the perceptions and needs of Canadians served by private water supplies is essential, as it would enable public health professionals to better target public education and drinking water policy. The purpose of this study was to investigate the public perceptions of private water supplies in the City of Hamilton, Ontario (Canada, with the intent of informing public education and outreach strategies within the population. Methods A cross-sectional postal survey of 246 residences with private water supplies was conducted in May 2004. Questions pertained to the perceptions of water quality and alternative water sources, water testing behaviours and the self-identified need for further information. Results Private wells, cisterns or both, were the source of household water for 71%, 16% and 13% of respondents, respectively. Although respondents rated their water quality highly, 80% also had concerns with its safety. The most common concerns pertained to bacterial and chemical contamination of their water supply and its potential negative effect on health. Approximately 56% and 61% of respondents used in-home treatment devices and bottled water within their homes, respectively, mainly due to perceived improvements in the safety and aesthetic qualities compared to regular tap water. Testing of private water supplies was performed infrequently: 8% of respondents tested at a frequency that meets current provincial guidelines. Two-thirds of respondents wanted more information on various topics related to private water supplies. Flyers and newspapers were the two

  3. Consumer's Perception of the Quality of Municipal Water Supplies in ...

    African Journals Online (AJOL)

    Water is everywhere but potable water that is safe and suitable for drinking ... The major alternative sources of water were from boreholes, wells and groundwater. ... Serious attention should be paid to the treatment of water supplies in Owerri ...

  4. Energy-saving Design of Multi-pump Control Constant Pressure Water Supply System by Single Converter%单变频器多泵恒压供水系统节能设计

    Institute of Scientific and Technical Information of China (English)

    李焦明

    2009-01-01

    介绍了基于多泵控制器的多泵恒压供水控制系统的结构,给出了一用一备定时换泵加附属小泵恒压供水系统、多泵恒压供水固定泵变频控制系统、多泵恒压供水循环软启动方式控制系统的电气工作原理、设计要点与性能特点.应用实践表明,基于多泵控制器的多泵恒压供水控制系统应用简单、功能强大、节能效果显著.%The multi-pump control constant pressure water supply system structure was introduced. One pump to run a backup from time to time to exchange the water pump plus affiliated small pump constant pres-sure water supply systems, multi-pump constant pressure water supply fixed pump frequency control systems, multi-pump constant pressure water supply cycle soft-start control system for electrical working principle, de-sign features and performance characteristics were given. Application of practice shows, that based on multi-pump controller, the multi-pump constant pressure water supply control system is simple, powerful, and has obvious energy-saving results.

  5. Advising and Optimizing the Deployment of Sustainability-Oriented Technologies in the Integrated Electricity, Light-Duty Transportation, and Water Supply System

    Science.gov (United States)

    Tarroja, Brian

    The convergence of increasing populations, decreasing primary resource availability, and uncertain climates have drawn attention to the challenge of shifting the operations of key resource sectors towards a sustainable paradigm. This is prevalent in California, which has set sustainability-oriented policies such as the Renewable Portfolio Standards and Zero-Emission Vehicle mandates. To meet these goals, many options have been identified to potentially carry out these shifts. The electricity sector is focusing on accommodating renewable power generation, the transportation sector on alternative fuel drivetrains and infrastructure, and the water supply sector on conservation, reuse, and unconventional supplies. Historical performance evaluations of these options, however, have not adequately taken into account the impacts on and constraints of co-dependent infrastructures that must accommodate them and their interactions with other simultaneously deployed options. These aspects are critical for optimally choosing options to meet sustainability goals, since the combined system of all resource sectors must satisfy them. Certain operations should not be made sustainable at the expense of rendering others as unsustainable, and certain resource sectors should not meet their individual goals in a way that hinders the ability of the entire system to do so. Therefore, this work develops and utilizes an integrated platform of the electricity, transportation, and water supply sectors to characterize the performance of emerging technology and management options while taking into account their impacts on co-dependent infrastructures and identify synergistic or detrimental interactions between the deployment of different options. This is carried out by first evaluating the performance of each option in the context of individual resource sectors to determine infrastructure impacts, then again in the context of paired resource sectors (electricity-transportation, electricity-water

  6. Water management, agriculture, and ground-water supplies

    Science.gov (United States)

    Nace, Raymond L.

    1960-01-01

    Encyclopedic data on world geography strikingly illustrate the drastic inequity in the distribution of the world's water supply. About 97 percent of the total volume of water is in the world's oceans. The area of continents and islands not under icecaps, glaciers, lakes, and inland seas is about 57.5 million square miles, of which 18 million (36 percent) is arid to semiarid. The total world supply of water is about 326.5 million cubic miles, of which about 317 million is in the oceans and about 9.4 million is in the land areas. Atmospheric moisture is equivalent to only about 3,100 cubic miles of water. The available and accessible supply of ground water in the United States is somewhat more than 53,000 cubic miles (about 180 billion acre ft). The amount of fresh water on the land areas of the world at any one time is roughly 30,300 cubic miles and more than a fourth of this is in large fresh-water lakes on the North American Continent. Annual recharge of ground water in the United States may average somewhat more than 1 billion acre-feet yearly, but the total volume of ground water in storage is equivalent to all the recharge in about the last 160 years. This accumulation of ground water is the nation's only reserve water resource, but already it is being withdrawn or mined on a large scale in a few areas. The principal withdrawals of water in the United States are for agriculture and industry. Only 7.4 percent of agricultural land is irrigated, however; so natural soil moisture is the principal source of agricultural water, and on that basis agriculture is incomparably the largest water user. In view of current forecasts of population and industrial expansion, new commitments of water for agriculture should be scrutinized very closely, and thorough justification should be required. The 17 Western States no longer contain all the large irrigation developments. Nearly 10 percent of the irrigated area is in States east of the western bloc, chiefly in several

  7. Water management, agriculture, and ground-water supplies

    Science.gov (United States)

    Nace, Raymond L.

    1960-01-01

    Encyclopedic data on world geography strikingly illustrate the drastic inequity in the distribution of the world's water supply. About 97 percent of the total volume of water is in the world's oceans. The area of continents and islands not under icecaps, glaciers, lakes, and inland seas is about 57.5 million square miles, of which 18 million (36 percent) is arid to semiarid. The total world supply of water is about 326.5 million cubic miles, of which about 317 million is in the oceans and about 9.4 million is in the land areas. Atmospheric moisture is equivalent to only about 3,100 cubic miles of water. The available and accessible supply of ground water in the United States is somewhat more than 53,000 cubic miles (about 180 billion acre ft). The amount of fresh water on the land areas of the world at any one time is roughly 30,300 cubic miles and more than a fourth of this is in large fresh-water lakes on the North American Continent. Annual recharge of ground water in the United States may average somewhat more than 1 billion acre-feet yearly, but the total volume of ground water in storage is equivalent to all the recharge in about the last 160 years. This accumulation of ground water is the nation's only reserve water resource, but already it is being withdrawn or mined on a large scale in a few areas. The principal withdrawals of water in the United States are for agriculture and industry. Only 7.4 percent of agricultural land is irrigated, however; so natural soil moisture is the principal source of agricultural water, and on that basis agriculture is incomparably the largest water user. In view of current forecasts of population and industrial expansion, new commitments of water for agriculture should be scrutinized very closely, and thorough justification should be required. The 17 Western States no longer contain all the large irrigation developments. Nearly 10 percent of the irrigated area is in States east of the western bloc, chiefly in several

  8. A new bipolar Qtrim power supply system

    Energy Technology Data Exchange (ETDEWEB)

    Mi, C. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Bruno, D. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Drozd, J. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Nolan, T. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Orsatti, F. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Heppener, G. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Di Lieto, A. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Schultheiss, C. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Samms, T. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Zapasek, R. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.; Sandberg, J. [Brookhaven National Lab. (BNL), Upton, NY (United States). Collider-Accelerator Dept.

    2015-05-03

    This year marks the 15th run of RHIC (Relativistic Heavy Ion Collider) operations. The reliability of superconducting magnet power supplies is one of the essential factors in the entire accelerator complex. Besides maintaining existing power supplies and their associated equipment, newly designed systems are also required based on the physicist’s latest requirements. A bipolar power supply was required for this year’s main quadruple trim power supply. This paper will explain the design, prototype, testing, installation and operation of this recently installed power supply system.

  9. 基于PLC的徐州机电高等职业学校供水系统改造%Xuzhou Electromechanical Higher Vocational School Water Supply System Based on PLC

    Institute of Scientific and Technical Information of China (English)

    王庆海

    2014-01-01

    根据徐州机电工程高等职业学校供水现状,确立了经济供水的方案,通过对供水系统的PLC改造,实现了水泵的自动运转与轮转工作以及校园的恒压供水,实现了水压的监控和调节,提高了供水水泵控制的自动化水平,保证了校园供水的质量。%According to present situation of water supply of xuzhou electrical and mechanical engineering of higher vocational schools, established the scheme of water supply for the economy, to reform the water supply system of the PLC, realizes the automatic operation of the pump and the rotary work and constant pressure water supply of the campus, realize the monitoring and regulation of water pressure, improve the automation level of the water supply pump control, ensure the quality of the campus water supply.

  10. Scheme of Multi-Reservoir Water Supply System Joint Operation Based on Simulation%水库群联合供水方案模拟优化研究

    Institute of Scientific and Technical Information of China (English)

    陈鲲

    2015-01-01

    对于由两个或两个以上水库构成的供水系统,将水库群等效为一个聚合水库,建立联合调度供水模式. 通过制定合理的供水调度原则,采用优化水库调度图,根据各库实时可供水量实现供水任务合理分配,模拟水库群联合调度供水过程,得到最优供水方案. 将该供水方案应用于某市水库群供水调度中,结果表明:各用水户的供水保证率均高于设计保证率,水库群基本满足该地区的用水需求,验证了所提出的水库群联合调度供水方案的可行性与优越性.%As a water supply system consists of two or more reservoirs, the multi-reservoir is equivalent to an aggregation reservoir and becomes a joint operation pattern of water supply system.By designing the water scheduling rules, the optimal decision of water supply was determined by a piece of combined rule curves based on the aggregation reservoir, and the water supply rational allocation of each reservoir was determined by the immediately available water storage capacity of reservoir.This study simulated the process of joint operation to get the optimal scheme of multi-reservoir water supply system joint operation.The scheme was applied to the water supply system of a city.The simulation results show that the water supply guaranteed rates of each water user are higher than the design guaranteed rate, and the multi-reservoir can meet the demands of water supply in the region, which verifies that the above study about the optimal scheme of multi-reservoir water supply system joint operation based on simulation is feasibility and effective.

  11. Uncertainty Categorization, Modeling, and Management for Regional Water Supply Planning

    Science.gov (United States)

    Fletcher, S.; Strzepek, K. M.; AlSaati, A.; Alhassan, A.

    2016-12-01

    Many water planners face increased pressure on water supply systems from growing demands, variability in supply and a changing climate. Short-term variation in water availability and demand; long-term uncertainty in climate, groundwater storage, and sectoral competition for water; and varying stakeholder perspectives on the impacts of water shortages make it difficult to assess the necessity of expensive infrastructure investments. We categorize these uncertainties on two dimensions: whether they are the result of stochastic variation or epistemic uncertainty, and whether the uncertainties can be described probabilistically or are deep uncertainties whose likelihood is unknown. We develop a decision framework that combines simulation for probabilistic uncertainty, sensitivity analysis for deep uncertainty and Bayesian decision analysis for uncertainties that are reduced over time with additional information. We apply this framework to two contrasting case studies - drought preparedness in Melbourne, Australia and fossil groundwater depletion in Riyadh, Saudi Arabia - to assess the impacts of different types of uncertainty on infrastructure decisions. Melbourne's water supply system relies on surface water, which is impacted by natural variation in rainfall, and a market-based system for managing water rights. Our results show that small, flexible investment increases can mitigate shortage risk considerably at reduced cost. Riyadh, by contrast, relies primarily on desalination for municipal use and fossil groundwater for agriculture, and a centralized planner makes allocation decisions. Poor regional groundwater measurement makes it difficult to know when groundwater pumping will become uneconomical, resulting in epistemic uncertainty. However, collecting more data can reduce the uncertainty, suggesting the need for different uncertainty modeling and management strategies in Riyadh than in Melbourne. We will categorize the two systems and propose appropriate

  12. The water-energy relationship: energy management on water supply systems of Brazil's sanitation companies; A relacao entre agua e energia: gestao energetica nos sistemas de abastecimento de agua das companhias de saneamento basico do Brasil

    Energy Technology Data Exchange (ETDEWEB)

    Moura, Gustavo Nikolaus Pinto de

    2010-03-15

    Energy and water resources are related in various ways, among which is the use of electric power in Water Supply Systems (WSS). This dissertation identifies actions that can be carried out under the adoption of energy management systems by sanitation companies in order to better use energy resources and, therefore, water resources. The importance of the input electric power to the WSS is presented, as well as the inefficiency of its use mainly due to losses in distribution networks, inappropriate operational routine and inadequate equipment. Two studies were conducted to evaluate the performance of possible actions for energy management in the WSS. The first action was the energy performance indicators use in hypothetical WSS, and the second, the use of EPANET 2.0 simulation software to verify the feasibility of the frequency converter equipment in the water network distribution of the Federal University of Rio de Janeiro's Environmental Sanitation Centre. (author)

  13. Design of Constant Pressure Water Supply System Based on ARM and CC-Link%基于ARM和CC-Link的恒压供水加压站设计

    Institute of Scientific and Technical Information of China (English)

    黄江平; 吴昊

    2012-01-01

    To meet the current requirements of constant pressure watei supply station system in China,a design method based on ARM9 and CC-Link was proposed. The hardware was designed,drivers and application software ware were developed. ARM9 microprocessor and CC-Link remote long-distance station's core chip MFP3 was used for embedded hardware ware platform,the operating system was Linux,application software ware was developed with Qt/Embedded. The results show that all parts of the system can slablely operate,it can flexibility to build different needs constant pressure water supply systems,storage and display operation of remote device station work. The instrument can meet the functional requirements of system design.%文中提出了一种基于ARM和CC-Link的恒压供水加压站设计方法,进行了硬件的设计、驱动程序以及应用程序的开发.使用ARM9微处理器和CC-Link远程设备站芯片MFP3作为系统的硬件平台,Linux作为操作系统,应用程序使用Qt/Embedded编写.通过实际运行表明,系统远行稳定,可以灵活地组建不同需求的恒压供水系统,存储和显示远程设备站工作运行情况,实现了系统设计的功能要求.

  14. Reducing water loss in a water supply system using a district metering area (DMA: A case study of the Provincial Waterworks Authority (PWA, Lop Buri Branch

    Directory of Open Access Journals (Sweden)

    Thee Jitong

    2017-09-01

    Full Text Available Water loss from broken or leaking pipe networks is still a major water management problem for the Provincial Waterworks Authority (PWA in Thailand. To reduce this loss and benefit from the savings, a district metering area (DMA was applied as a management measure to control leaking water losses at the PWA Lop Buri Branch. The DMA was divided into 8 zones, covering about 60.47 % of the total service area. A surveillance system was set up that compared the observed flow rates and the upper limit of warning values for each DMA. Comparison of results before and after implementation of the DMA showed that rate of water loss decreased from 34.55 to 30.87 %. To further reduce these losses, sensitive warning values based on seasonal and daily patterns of water consumption were defined and implemented with an increased number of DMAs covering the entire service area. Financial analysis confirmed that the DMA measures are worth the investment because they significantly reduce the operational costs for water production.

  15. Oahu, Hawaii's Water Supply: 1848-2020 A.D.

    Science.gov (United States)

    Felix, John Henry

    Demand projections indicate that Oahu's natural ground water supply will be fully developed by the year 2000. Supplementary water resources will need to be developed in keeping with the growth of the economy and population. The author, chairman of the Honolulu Board of Water Supply, authoritatively discusses types of ground water in Hawaii, and…

  16. Application of Pipe Network Hydraulic Calculation Theory in Mine Well Water Supply System Improvement%管网水力计算理论在矿井供水系统改造中的运用

    Institute of Scientific and Technical Information of China (English)

    季雅宙

    2013-01-01

    Coal mine safety rules show: we must establish and improve dustproof and water supply system in the mine well. Based on the comprehensive study and analysis on the status of water supply system in Tangshan Mining Company Tieyi District and the reconstruction plan of water supply system, this paper used the pipe network hydraulic calculation theory to calculate the existing and new water supply system to build and improve the dustproof and water supply system and ensure safety of mine.%  煤矿安全规程规定:矿井必须建立完善的防尘供水系统。本文通过对唐山矿业公司铁一区供水系统的现状及下步供水系统改造计划的综合研究、分析,利用管网水力计算理论对铁一区生产区域现有和新建供水系统进行计算校核,确保铁一区建立完善的防尘供水系统,保证矿井的安全生产。

  17. 76 FR 366 - Public Water Supply Supervision Program; Program Revision for the State of Washington

    Science.gov (United States)

    2011-01-04

    ... AGENCY Public Water Supply Supervision Program; Program Revision for the State of Washington AGENCY... that the State of Washington has revised its approved State Public Water Supply Supervision Primacy Program. Washington has adopted a definition for public water system that is analogous to EPA's...

  18. 欧盟城市饮用水供应链风险管理与评价及其借鉴%Enlightenment on the risk management and risk assessment of water source and water supply system in European countries

    Institute of Scientific and Technical Information of China (English)

    周婕; 苏云; 张勇

    2012-01-01

    结合欧盟2006年起开展的TECHNEAU(Technology Enabled Universal Access to Safe Water)项目,介绍了欧盟城市“从水源到用户的饮用水供应链”风险管理机制,以及“风险识别、评估、减缓和控制”综合风险评价框架;并从水源地、水处理系统、配水系统、历史风险事件、风险评价方法、评价结果6方面比较了捷克、德国、荷兰、挪威、瑞典5个国家典型城市风险评价实践,着重分析了瑞典哥特堡市风险评价中采用的综合概率故障树法和客户损失时间指数方法及其应用价值.总结了欧盟饮用水供应链的风险管理在全过程管理策略、“关口前移”管理方针、多样性的风险评价方法与技术,参与主体多元化、评价结果公开透明5个方面的成功做法和经验,可供国内参考.%Urban water supply chain includes source water and water supply system. As the base of city dwellers and city development, the safety of water source is attached increasingly important nowadays. Assessing and managing the risk of urban water supply chain is one of the most significant measures for protecting drinking water safety around the world. This paper is aimed at introducing the risk management mechanism from the water source to users, as well as summarizing the "risk identification, assessment, mitigation and control" integrated risk assessment framework. With a case study of TECHNEAU (Technology Enabled Universal Access to Safe Water) project launched by EU in 2006, the paper also compares the risk management and assessment experiences of typical cities in Czech Republic, Germany, the Netherlands and Norway as well as Sweden from the aspects of water source, water treatment system, water distribution system, historical risk events, risk assessment methods, and evaluation of the results. The review is specially focusing on the analysis of the application of fault tree analysis (FTA) for integrated and probabilistic risk

  19. Hospital Water Supply as a Potential Source of Opportunistic Pathogens

    Directory of Open Access Journals (Sweden)

    H. T. El-Zanfaly

    2012-01-01

    Full Text Available In Egypt as well as in many other developing countries, there are no specific standards for hospital water. Even water is free from the traditional bacterial indicators, it may represent a source of health hazards especially for elderly, children and patients under dialysis due to the presence of opportunistic pathogenic bacteria. The study was carried out on the bacteriological water quality at the intakes as well as the end of water treatment train of two water treatment plants that supplying three hospitals located in Greater Cairo, Egypt with water that used for different purposes. Samples of the raw water supply for the two water treatment plants (Nile River water showed ranges of 102-105 cfu mL-1, 102-104 MPN 100 mL-1, 102-104 MPN 100 mL-1 and 102-103 MPN 100 mL-1 for Heterotrophic Plate Count (HPC bacteria, Total Coliforms (TC, Fecal Coliforms (FC and Fecal Streptococci (FS, respectively. Treated water showed considerable reduction in HPC while the other bacterial indicators reached the undetectable level. The distribution system impact on treated water quality was limited to causing an increase in HPC bacteria. A study was carried out to determine the presence of Pseudomonas aeuginosa, Aeromonas spp. and Staphylococcus aureus in hospitals tap water, water reservoirs, as well as water for preparation of hemodialysis fluids. Although the post-chlorinated water in both water treatment plants was free from bacterial indicators, it still contaminated with the three studied opportunistic pathogenic bacteria. The detected opportunistic pathogens may be attributed to the distribution system condition and/or the presence of storage tanks. Hemodialysis water samples showed the higher percentage of P. aeruginosa isolates which represent a major source of health risk to patient’s attending dialysis process in hospitals and clinics. The presence of opportunistic bacteria in drinking water and dialysate with absence of coliform and low HPC

  20. Many-objective optimization and visual analytics reveal key trade-offs for London's water supply

    Science.gov (United States)

    Matrosov, Evgenii S.; Huskova, Ivana; Kasprzyk, Joseph R.; Harou, Julien J.; Lambert, Chris; Reed, Patrick M.

    2015-12-01

    In this study, we link a water resource management simulator to multi-objective search to reveal the key trade-offs inherent in planning a real-world water resource system. We consider new supplies and demand management (conservation) options while seeking to elucidate the trade-offs between the best portfolios of schemes to satisfy projected water demands. Alternative system designs are evaluated using performance measures that minimize capital and operating costs and energy use while maximizing resilience, engineering and environmental metrics, subject to supply reliability constraints. Our analysis shows many-objective evolutionary optimization coupled with state-of-the art visual analytics can help planners discover more diverse water supply system designs and better understand their inherent trade-offs. The approach is used to explore future water supply options for the Thames water resource system (including London's water supply). New supply options include a new reservoir, water transfers, artificial recharge, wastewater reuse and brackish groundwater desalination. Demand management options include leakage reduction, compulsory metering and seasonal tariffs. The Thames system's Pareto approximate portfolios cluster into distinct groups of water supply options; for example implementing a pipe refurbishment program leads to higher capital costs but greater reliability. This study highlights that traditional least-cost reliability constrained design of water supply systems masks asset combinations whose benefits only become apparent when more planning objectives are considered.

  1. Watershed management for water supply in developing world city

    Institute of Scientific and Technical Information of China (English)

    车越; 杨凯; 吕永鹏; 张宏伟; 吴健; 杨永川

    2009-01-01

    The water supply system in Shanghai provides about 2.55×109 m3/a,of which more than 50% is derived from the Upper Huangpu River Watershed. During the process of rapid urbanization and industrialization,the role of watershed management in sustaining clean drinking water quality at surface sources is emphasized in Shanghai. This paper proposes an integrated watershed management (IWM) approach in the context of the current pressures and problems of source water protection at the Upper Huangpu River Watershed in Shanghai. Based on data sets of land use,water quality and regional development,multi-criteria analysis and system dynamics techniques were used to evaluate effectiveness and improve decision-making of source water protection at a watershed scale. Different scenarios for potential source water quality changing from 2008 to 2020 were predicted,based on a systematic analysis and system dynamics modeling,a watershed management approach integrating land use prioritization and stakeholder involvement was designed to conserve the source water quality. The integrated watershed management (IWM) approach may help local authorities better understand and address the complex source water system,and develop improved safe drinking water strategies to better balance urban expansion and source water protection.

  2. 供水系统改造与节能效果分析%The Reform of a Water Supply System and Relevant Energy Conservation Analysis

    Institute of Scientific and Technical Information of China (English)

    王德明; 彭英; 张友利

    2011-01-01

    During the operational process of the water supply system in a housing estate,the tap water in the pipe networks flowed into the reservoir for a transit,which caused not only energy loss but also water overflow.This essay introduces its reform by combining the front and back pipe networks in the reservoir.Consequently,the electricity consumption has been cut down by 1,110,000kWh with a reduced running cost of 666,000 yuan annually.In conclusion,good energy conservation effects and economic profits have been gained.%某小区供水系统运行过程中,管网中的自来水流入水池中转,导致能量浪费,同时还有部分自来水从水池中溢流流失。通过对供水系统改造,将水池前后管网直接连接起来,自来水不再通过水池中转,每年为该小区实际节约用电量为111万kW.h,节约运行费用66.6万元,获得了较好的节能效果,并取得了一定的经济效益。

  3. Features of internal water supply and water disposal of shopping centers

    Directory of Open Access Journals (Sweden)

    Orlov Evgeniy Vladimirovich

    2014-01-01

    Full Text Available Pipeline from an external system should be inlet in the part of the building where a large number of water folding devices will be concentrated. As a rule, for shopping centers with a lot of water consumers it is necessary to make not less than three inputs, each of them should be connected to different areas of an external ring water supply system in order to make the work of the system more reliable.The places for water folding fittings in shopping centers are the following. The water folding devices: mixers are placed in sanitary cabins of shopping centers. Usually, for for water saving in buildings with a big pass-through capacity per hour it is reasonable to use contactless mixers, which are turned on upon raising a hand with a help of motion sensor or light sensor. Another important argument in favor of such mixers is prevention of infections spread for the reason that the consumer doesn't touch the device, so, the risk of bacteria transmission via the device decreases. Such mixer supplies water with a demanded expense and temperature. As a rule, water for such mixers moves from the centralized internal water supply system of hot water, mixing up with cold water. If there is no centralized hot water supply system, it is possible to use hot water storage heaters in case of a small number of visitors or to reject mixers at all in favor of the cranes giving water of only one temperature (cold, which is also practiced.For the branch of economic and household the water receivers are used, which are present in sanitary cabins in most cases by toilet bowls, wash basins, urinals.

  4. Optimizing intermittent water supply in urban pipe distribution networks

    CERN Document Server

    Lieb, Anna M; Wilkening, Jon

    2015-01-01

    In many urban areas of the developing world, piped water is supplied only intermittently, as valves direct water to different parts of the water distribution system at different times. The flow is transient, and may transition between free-surface and pressurized, resulting in complex dynamical features with important consequences for water suppliers and users. Here, we develop a computational model of transition, transient pipe flow in a network, accounting for a wide variety of realistic boundary conditions. We validate the model against several published data sets, and demonstrate its use on a real pipe network. The model is extended to consider several optimization problems motivated by realistic scenarios. We demonstrate how to infer water flow in a small pipe network from a single pressure sensor, and show how to control water inflow to minimize damaging pressure gradients.

  5. 高层建筑给水系统优化设计探讨%Discussion on the Design of the optimization of Water Supply System in High-rise Buildings

    Institute of Scientific and Technical Information of China (English)

    黄宇

    2014-01-01

    This paper analyzed that the water supply system of high-rise building is suffering waste at present. The author analyzed the insufficiency of water supply system of high rise building, and provided suggestions to optimize the system wh- ich has a certain practical significance.%本文阐述了高层建筑给水系统水浪费的现状,分析了高层建筑给水系统的不足,并提供了系统优化的建议,具有一定的现实意义。

  6. Using System Dynamics to Explore the Water Supply and Demand Dilemmas of a Small South African Municipality

    NARCIS (Netherlands)

    Clifford Holmes, J.K.; Slinger, J.H.; Musango, J.K.; Brent, A.C.; Palmer, C.G.

    2014-01-01

    This paper explores the challenges faced by small municipalities in providing water services in a developing-world context of increasing urban demand. The paper uses a case study of the Sundays River Valley Municipality (SRVM) in South Africa. The municipality faces multiple dilemmas in reconciling

  7. Establishment and control of urban water supply dispatching system%城镇供水调度系统的建立与调度控制

    Institute of Scientific and Technical Information of China (English)

    余少伟; 陈文丰

    2009-01-01

    介绍了广东省汕头市澄海区南洋自来水公司供水调度系统的建立、运行管理及调控作用.系统的建设包括生产自动化远程(公司)监控系统和管网调度系统(无线)、大用户水表监测系统(无线)、公司调度中心、信息化网络架构、生产信息的发送以及网络查询系统.系统以SLC500及MicroLogix1200、MicroLogix1500、Controllogix为可编程控制器,以光纤为传输介质,GPRS/GSM为无线网络通讯方式,以RSVIEW为监控组态软件,能实现水厂、加压泵站、大用户和输水管网的自动监测、远程查询、监控和管理.%The establishment, operation management and control of a water supply dispatching system in Chenghai Nanyang Waterworks Co., Shantou City, Guangdong Province were introduced. The establishment included an automatic remote supervision system, a network dispatching system(wireless), a water meter monitoring system for important users (wireless), a dispatching center of the company, an information-based network framework, transmission of operation information and a network inquiry system.SLC500, MicroLogix1200, MicroLogix1500 and Controllogix were used as a programmable controller, fiber as the transmission media, GPRS/GSM as the wireless network communication and RSVIEW as the supervisory control configuration software for the system.It could be automatic monitoring, remote inquiry, supervision and management for waterworks, booster pump station, important users and distribution network.

  8. Progress of Power Supply System in 2003

    Institute of Scientific and Technical Information of China (English)

    GaoDaqing; ZhouZhongzu; WuRong; ChenYouxin

    2003-01-01

    CSR power supply system made a great progress in 2003. All power supplies for CSRm E-cooler have been accepted and put into operation since Feb. 2003. And we are preparing to test power supplies of CSRe cooler 31 sets pulsed convertor for CSRm quadruple magnet arrived in IMP. But their output current must be increased from 590 A to 700 A, because of higher beam energy. 12 of them can fit the new request, but the others have to be redesigned and reproduced. The dipole power supply was assembled in plant and by using the power supply was some experiment made. The first test results was excited. Now this device has been installed in IMP and connected with the dipole magnet. We invited a public bidding for RIBLL2 and CSRe power supplies last September. Two companies provided 128 power supplies, which will be delivered to IMP before June 2004.

  9. Design Features and Effects Analysis of Water Supply and Drainage System for Zhengzhou East Railway Station%高速铁路大型客站给排水设计特点及效果分析

    Institute of Scientific and Technical Information of China (English)

    张汉英

    2016-01-01

    The design of water supply and drainage for Zhengzhou East Railway Station covers the all facilities for water supply, drainage and fire control, featured with storage canister vacuum sewage disposal mode, sewage disposal system of low energy consumption, easy expansion and strong applicability. The design applies things technology into water supply and drainage control system, uses a standardized function of the terminal equipment and network transmission channel, reduces system complexity and improves system reliability in favor of operation and maintenance of terminal equipment. According to water supply pressure and the water pressure requirements at different water supply points, partial pressure of water supply is employed to reduce the amount of pressurized water and energy consumption of equipment. The new water supply equipment for passenger train reduces work load, improves the efficiency of passenger train water supply and saves water resources. The adoption of divisional fire prevention requires less fire fighting equipment and cuts project investment. The drinking water facilities protect passengers’ health.%郑州东站给排水设计中涵盖了给水、排水、消防的全部内容,其特点为采用了储能罐式真空卸污方式,卸污系统能耗低,易于改扩建,适用性强;将物联网技术应用于给排水控制系统中,采用标准化的功能终端设备和网络传输通道,降低系统复杂性,提高系统可靠性,有利于终端设备运营维护。根据自来水的供水压力,针对用水点不同水压需求,采用分压供水方式,减少加压供水量,降低设备运行能耗;新型旅客列车上水设备的使用降低上水人员的劳动强度,提高了上水效率,节约了水资源;分区消防方式的选用,减少了消防设备的配置,节约了工程投资;直饮水设施配置为旅客健康提供了保障。

  10. THE CONCEPT OF UNINTERRUPTED POWER SUPPLY SYSTEMS

    Directory of Open Access Journals (Sweden)

    Grigorash O. V.

    2016-05-01

    Full Text Available We have revealed the main reasons for interruptions in power supply to consumers of electricity. To improve the reliability and the efficiency of power supply for responsible consumers, we have proposed to develop energy efficient combined energy-saving systems for uninterrupted power supply with use of renewable energy sources. The article lists major principles of the development of such systems; it shows the necessity of constructing a generalized schema that contains the possible types and the sources of electric power converters. It also reveals the modern requirements to systems of uninterrupted energy supply. To improve the operational and technical characteristics of the uninterruptible power supply, it has been proposed to use a new circuitry that includes a contactless power generators, the direct frequency converters used to stabilize the voltage and frequency of the current generators of wind turbines, static converters made with the use of single-phase transformers with rotating magnetic field, universal static converters that can operate in the regimes of known types of converters. The article presents features of the modular construction of systems of uninterrupted energy supply and optimization of their structural decisions on key performance criteria. It shows the algorithm of synthesis of structural designs of combined systems of uninterrupted power supply. An important step for further research with the aim of improving operational and technical characteristics of the combination of uninterrupted power supply systems is the mathematical modeling of physical processes in power circuits of the system in both normal and emergency modes of operation

  11. The Geographical Distribution of Water Supply in Ekiti

    African Journals Online (AJOL)

    FIRST LADY

    still find it increasingly difficult to get adequate water for consumption, cooking washing ... supply of water to both rural and urban centres of Nigeria is extremely poor .... The constant power supply, to the state made Ero dam has ... The consumption of unhygenic water throws a lot of challenges on the health status of the ...

  12. Public-supply water use in Kansas, 2015

    Science.gov (United States)

    Lanning-Rush, Jennifer; Restrepo-Osorio, Diana

    2017-01-01

    This U.S. Geological Survey (USGS) Data Release provides derivative statistics of water used by Kansas public-supply systems in 2015. Gallons per capita per day is calculated using self-reported information in the “Part B: Monthly Water Use Summary” and “Part C: Population, Service Connections, and Water Rates” sections of the Kansas Department of Agriculture, Division of Water Resources' (DWR) annual municipal water use report (see appendixes at http://dx.doi.org/10.3133/ds964 for an example of a municipal water use report form.) Percent unaccounted for water is calculated using self-reported information in “Part B: Monthly Water Use Summary” of the DWR’s municipal water-use report. The published statistics from the previous 4 years (2011–2014) are also shown with the 2015 statistics and are used to calculate a 5-year average. Derivative statistics of 2011, 2012, 2013, 2014, 2015, and 5-year averages for gallons per capita per day (gpcd) are also provided by the Kansas Water Authority's 14 regional planning areas, and the DWR regions used for analysis of per capita water use in Kansas. An overall Kansas average (yearly and 5-year average) is also calculated. Kansas state average per capita municipal water use in 2015 was 105 gpcd.

  13. Water Quality of Hills Water, Supply Water and RO Water Machine at Ulu Yam Selangor

    Science.gov (United States)

    Ngadiman, N.; ‘I Bahari, N.; Kaamin, M.; Hamid, N. B.; Mokhtar, M.; Sahat, S.

    2016-07-01

    The rapid development resulted in the deterioration of the quality of drinking water in Malaysia. Recognizing the importance of water quality, new alternatives for drinking water such as mineral water processing from reverse osmosis (RO) machine become more popular. Hence, the demand for mineral water, natural spring water or water from the hills or mountains rose lately. More consumers believed the quality of these spring water better than other source of drinking water. However, the quality of all the drinking water sources is to meet the required quality standard. Therefore, this paper aims to measure the quality of the waters from hills, from RO machine and the water supply in Ulu Yam, Selangor Batang Kali, Malaysia. The water quality was determined based on following parameters: ammoniacal nitrogen (NH3), iron (Fe), turbidity (NTU) and pH. The results show that the water from hills has better quality compared to water supply and water from RO machine. The value of NH3 ranged from 0.03 mg/L- 0.67 mg/L; Fe was from 0.03mg/L - 0.12 mg/L, turbidity at 0.42 NTU - 0.88 NTU and pH is at 6.60 - 0.71. Based on the studied parameters, all three types of water are fit for drinking and have met the required national drinking water quality standard.

  14. IMPROVEMENT OF WAYS OF FRUIT TREES WATER SUPPLY

    Directory of Open Access Journals (Sweden)

    Gegechkori B. S.

    2016-10-01

    Full Text Available Nowadays, fruit trees are subjected to influence of abiotic stress-factors. The reaction of fruit plants on the influence of media plays an important role. Experiments were conducted in two (Northern and Central fruit zones of the Krasnodar region since 2013 to 2015, there was shown the possibility of application of hydroabsorbents as a stable source of water supply of fruit trees in specific natural conditions of the South of Russia in the conditions of field experiment. There were shown the peculiarities of technological ways of water supply of fruit trees in specific natural conditions of the south of Russia. There was determined that the necessity in watering of a garden’s plots with the use of hydroabsorbents Ecogel-1 and Ecogel-2 with the supporting of soil’s moisture in 80% in Northern zone in the end of May, in central fruit zone in the middle of May. There was proven that the application of hydroabsorbents Ecogel-1 and Ecogel-2 guarantees the stable water supply in limits of 75-80% from NV since planting in apple-trees of varieties of Renet Simirenko and Golden Delicious grafted on the stock M9 and planted on the scheme 4,0 х 1,0 м during three years. The work of the system of “soil-roots-leaves” independently on weather and soil conditions is provided

  15. Organic matter quality and supply to deep-water coral/mound systems of the NW European Continental Margin

    Science.gov (United States)

    Kiriakoulakis, K.; Freiwald, A.; Fisher, E.; Wolff, G. A.

    2007-02-01

    Comparison of five deep-water coral (DWC)/mound ecosystems along the European Continental Margin shows that suspended particulate organic matter (sPOM), a potential food source, is lipid rich and of high quality. However, there are differences between the sites. The Darwin and Pelagia Mounds (N. Rockall Trough and N. Porcupine Bank, respectively) have higher proportions of labile particulate lipids (including high proportions of polyunsaturated fatty acids) in the benthic boundary layer than Logachev, Hovland and Belgica Mounds (Rockall Bank, S. Porcupine Bank and Porcupine Seabight, respectively). The high quality sPOM could be transported downslope from the euphotic zone. There is some evidence for inter-annual variability at some sites (e.g. Hovland and Logachev Mounds) as large differences in suspended lipid and particulate organic carbon concentrations were observed over the sampling period. Elevated total organic carbon contents of sediments at mound sites, relative to control sites in some cases (particularly Darwin Mounds), probably reflect local hydrodynamic control and the trapping of sPOM by the DWC. Fresh POM can be relatively rapidly transferred to significant depth (up to 8 cm) through bioturbation that is evident at all sites. There is no clear evidence of present day hydrocarbon seepage at any of the sites.

  16. DOC, Color and Disinfection By-Product Precursor Dynamics along an Urbanization Gradient, Croton Water Supply System, New York, USA

    Science.gov (United States)

    Hassett, J. M.; Mitchell, M. J.; Burns, D. A.; Heisig, P. M.

    2005-05-01

    Hydrologic processes in suburban watersheds and their effects on water quality warrant investigation. Biweekly and storm samples were collected and analyzed for base cations, selected anions, and DOC over a one-year period at the outlet of three small (37 - 55 ha) watersheds (one forested, two with different degrees of suburban development) in the Croton Watershed, southeastern New York. Less frequent sampling for Pt/Co color and disinfection by-product precursors (DBPs) were also conducted. Median baseflow concentrations (>3 days since rainfall) of DOC were similar, ranging from 2.1 to 1.8 to 1.7 mg L -1 for the most urbanized to the forested watershed, respectively. On a unit area load basis (kg ha-1 yr-1), the range was from 8.9 to 6.4 to 5.1, again from most urbanized to forested watershed. All three watersheds showed similar storm responses, with evidence for a flushing mechanism in that DOC concentration increased with increasing discharge. Pt/Co color and DBPs (determined as both total trihalomethane and total haloacetic acid formation potentials) showed similar storm behavior, although the range of response was greater than observed for DOC, suggesting a labile DOC fraction was mobilized during storm events. The more urbanized watersheds tended to favor brominated over chlorinated forms of DBPs; the reasons for this are unclear.

  17. An Analysis on the Economical Impacts from the Establishment of Environment-friendly Taxation System I concentrating on a Subsidy for Water Supply

    Energy Technology Data Exchange (ETDEWEB)

    Min, D.K.; Cho, S.H.; Kang, M.O.; Lim, H.J. [Korea Environment Institute, Seoul (Korea)

    2001-12-01

    Recently, rapid economic growth and water shortage have become of growing concern. The relationship between the economy and water resources is not seemingly apparent, but in the environmental context, there exists a close interaction. By and large, government policies emphasizing economic issues can very well be subject to neglecting environmental issues. In addition, it is a well-known fact that supply side management policies have a negative impact on the environmental sector. The primary purpose of this study is to investigate the possibility of securing economic growth and improving environmental quality simultaneously by taking a static general equilibrium approach. Implementation of such policy is initiated by means of cutting environmentally unfriendly subsidies to water sector (water supply and sewage). The revenue from the reduction of subsidies is associated with indirect taxes in production sectors, which consequently reduces indirect tax rates. The study has revealed a type of double dividend effect: reduction of water supply and increase of gross domestic products (GDP). The GDP changes 0.299% - 0.561% according to variations of elasticities and the way revenue is linked with indirect taxes applied to scenarios. Meanwhile, the impacts of cutting subsidies in the water sector result in the significant increase of water prices and the reduction of water output respectively. The output reduction is proportional to values of elasticity utilized; starting a 10% for zero up to 60%. Several policy implications can be inferred from the results of this study. Taking in account the long-term effects of the subsidy-cut policy, the study predicts more output reduction in the water sector since, economically-speaking, long-term elasticities are larger than the short-term ones, like that in the present study. Hence, a current water policy that is under-priced, so as to allow over-consumption, should be changed in order for the society to achieve economic growth and

  18. A Framework for Sustainable Urban Water Management through Demand and Supply Forecasting: The Case of Istanbul

    Directory of Open Access Journals (Sweden)

    Murat Yalçıntaş

    2015-08-01

    Full Text Available The metropolitan city of Istanbul is becoming overcrowded and the demand for clean water is steeply rising in the city. The use of analytical approaches has become more and more critical for forecasting the water supply and demand balance in the long run. In this research, Istanbul’s water supply and demand data is collected for the period during 2006 and 2014. Then, using an autoregressive integrated moving average (ARIMA model, the time series water supply and demand forecasting model is constructed for the period between 2015 and 2018. Three important sustainability metrics such as water loss to supply ratio, water loss to demand ratio, and water loss to residential demand ratio are also presented. The findings show that residential water demand is responsible for nearly 80% of total water use and the consumption categories including commercial, industrial, agriculture, outdoor, and others have a lower share in total water demand. The results also show that there is a considerable water loss in the water distribution system which requires significant investments on the water supply networks. Furthermore, the forecasting results indicated that pipeline projects will be critical in the near future due to expected increases in the total water demand of Istanbul. The authors suggest that sustainable management of water can be achieved by reducing the residential water use through the use of water efficient technologies in households and reduction in water supply loss through investments on distribution infrastructure.

  19. 生活热水和空调系统综合设计的技术经济分析%Technical and economic analysis of integrated design of domestic hot water supply and air-condition system

    Institute of Scientific and Technical Information of China (English)

    黄璞洁; 王峰; 李艳霞; 何耀炳; 许伊那

    2011-01-01

    Through consideration of the need from the domestic hot water supply and air-condition system in the design, this paper simulated the operation energy consumption of domestic hot water supply and air-condition system, calculated the condensation heat recovery unit and heat storage water tank volume, carried out the technical and economic comparison with the traditional domestic hot water supply and air-condition system, and explored the application of air-condition condensation heat recovery technique on domestic hot water supply system design.%在设计时综合考虑生活热水和空调系统的需求,模拟分析生活热水和空调系统的运行能耗,计算确定冷凝热回收机组和蓄热水箱的容量,并与传统的生活热水和空调系统进行技术经济比较,探讨空调冷凝热回收技术在生活热水系统中的设计应用.

  20. Understanding Supply Networks from Complex Adaptive Systems

    Directory of Open Access Journals (Sweden)

    Jamur Johnas Marchi

    2014-10-01

    Full Text Available This theoretical paper is based on complex adaptive systems (CAS that integrate dynamic and holistic elements, aiming to discuss supply networks as complex systems and their dynamic and co-evolutionary processes. The CAS approach can give clues to understand the dynamic nature and co-evolution of supply networks because it consists of an approach that incorporates systems and complexity. This paper’s overall contribution is to reinforce the theoretical discussion of studies that have addressed supply chain issues, such as CAS.

  1. The Financing of Water Supply and Sewerage Services in Romania

    Directory of Open Access Journals (Sweden)

    Alina Florentina CUCOS

    2013-08-01

    Full Text Available Water supply and sewerage services represent utilities that must be provided to all users, both the urban and the rural. The responsibility to ensure these services in terms of non-discrimination and affordability belongs to the local authorities, which in the spirit of decentralization have exclusive jurisdiction on their establishment, organization and operation. Regardless of the chosen management, the funding of water supply and sewerage services, is accomplished by means of the prices and tariffs paid by the users. Their quantum, specific to some social services, covers the costs without allowing the accumulation of consistent profit margins, which would ensure the development of the specific infrastructure from the operators' own funds. It is therefore necessary that funding for the creation and rehabilitation of water supply and sewerage systems to be provided from other sources than the budgets of operators, such as: budgetary allocations of local public authorities, government or European funding programs. This paper is of interest because it captures just how the prices and tariffs for these services are composed, and the entire procedure for foundation, adjustment and modification that follows different rules from those of pricing in the market economy, and it provides a review of the types of programs through which the development of the specific technical-urban infrastructure and the significant increase in the number of users in the past 25 years.

  2. The Application of Frequency Converter in Constant Pressure Water Supply System of High-rize Buildings%变频器在高层建筑恒压供水系统中的应用

    Institute of Scientific and Technical Information of China (English)

    杨洪升

    2015-01-01

    Using frequency control method to enable water pump motor keep the pressure constant in water supply system of high-rise building’s construction, can reach the target that high-rise building's water supply capacity changes with the water flow. By the use of Siemens frequency converter to control the water pump motor, the article introduces the composi⁃tion of variable frequency constant pressure water supply system, the PID regulatory function of Siemens inverter, the set⁃ting method of PID parameters and briefly introduces the control scheme of frequency converter in constant pressure water supply system of high-rise building’s construction . Results show that the constant pressure water supply system con⁃trolled by Siemens inverter in high-rise building’s construction can ensure the of constant pressure water supply, at the same time has achieved remarkable energy saving effect. At present, constant pressure water supply system controlled by the Siemens inverter has been widely used.%采用对水泵电机变频调速的方法,使高层建筑施工供水系统压力恒定,可达到高层建筑供水能力随用水流量而变化的目标。本文通过使用西门子变频器控制水泵电机,介绍了变频恒压供水系统的构成、西门子变频器的PID调节功能、PID参数的设置方法并简要介绍了变频器在高层建筑施工恒压供水系统中的控制方案。结果表明西门子变频器控制的恒压供水系统在实现高层建筑施工恒压供水的同时,达到了显著的节能效果。目前西门子变频器控制的恒压供水系统已经得到了广泛的应用。

  3. A Holistic ICT Solution to Improve Matching between Supply and Demand over the Water Supply Distribution Chain

    Directory of Open Access Journals (Sweden)

    Gabriel Anzaldi

    2014-12-01

    Full Text Available While many water management tools exist, these systems are not usually interconnected and therefore cannot communicate between one another, preventing Integrated Water Resources Management to be fully achieved. This paper presents the solution proposed by WatERP project* where a novel solution enables better matching between water supply and demand from holistic perspective. Subsystems that control the production, management and consumption of water will be interconnected through both information architecture and intelligent infrastructure. The main outcome will consist of, a web-based Open Management Platform integrating near real-time knowledge on water supplies and demand, from sources to users, across geographic and organizational scales and supported by a knowledge base where information will be structured in water management ontology to ensure interoperability and maximize usability. WatERP will thus provide a major contribution to: 1 Improve coordination among actors, 2 Foster behavioural change, 3 Reduce water and energy consumption, 4 Optimize water accountability.

  4. 76 FR 30936 - West Maui Pumped Storage Water Supply, LLC; Notice of Preliminary Permit Application Accepted for...

    Science.gov (United States)

    2011-05-27

    ... Energy Regulatory Commission West Maui Pumped Storage Water Supply, LLC; Notice of Preliminary Permit... April 1, 2011, West Maui Pumped Storage Water Supply, LLC, filed an application for a preliminary permit... supply project effluent water to an existing irrigation system; (5) a powerhouse with two...

  5. Water supply and tree growth. Part I. Water deficits

    Energy Technology Data Exchange (ETDEWEB)

    Kozlowski, T.T.

    1982-02-01

    Water supply is the most important environmental factor determining distribution, species composition and growth of forests. Net annual primary production of forests varies from as much as 3000 g/m/sub 2/ in wet regions to negligible amounts in dry regions. The water balance of trees has been characterized by visible wilting, tissue moisture content, relative water content, saturation deficit, and water potential. Water deficits develop readily in forest trees, even in trees growing in wet soil, because of excess transpiration over absorption of water. Water deficits adversely affect seed germination and cause shrinkage of leaves, stems, roots, fruits, and cones. Some of the decrease in photosynthesis during drought is the result of increased resistance to diffusion of CO/sub 2/ to chloroplasts and some to decrease in photosynthetic capacity. Water deficits inhibit shoot growth, wood production, and root growth. Yield of fruits and seeds can be inhibited at various stages of reproductive growth such as flower bud initiation, anthesis, pollination, fertilization, embryo growth, and fruit and seed enlargement. Water deficits may also induce leaf scorching and abscission, dieback of twigs and branches, and drought cracks. Severe water deficits often kill trees. Drought tolerance of trees may reflect desiccation avoidance or desiccation tolerance, with the former much more important. Among the most important of these are reduction in number and size of leaves; small, few, and sunken stomata; rapid stomatal closure; abundant leaf waxes; leaf shedding during droughts; extensive root development; capacity for twig and stem photosynthesis; living wood fibers; and strong development of palisade mesophyll.

  6. Assessment of Water Supply Quality in Awka, Anambra State, Nigeria

    African Journals Online (AJOL)

    Assessment of Water Supply Quality in Awka, Anambra State, Nigeria. ... collected and subjected to physical, chemical and microbial analysis to determine their ... that the surface and borehole/well Water sources are microbiologically polluted.

  7. EMERGENCY RESPONSE FOR PUBLIC WATER SUPPLIES AFTER HURRICANE KATRINA

    Science.gov (United States)

    Hurricane Katrina resulted in damage and destruction to local water supplies in Mississippi and Louisiana affecting millions of people. Immediately following the devastation, a multidisciplinary team of 30 EPA emergency response, research, and water program personnel joined force...

  8. Potential impacts of changing supply-water quality on drinking water distribution: A review.

    Science.gov (United States)

    Liu, Gang; Zhang, Ya; Knibbe, Willem-Jan; Feng, Cuijie; Liu, Wentso; Medema, Gertjan; van der Meer, Walter

    2017-06-01

    Driven by the development of water purification technologies and water quality regulations, the use of better source water and/or upgraded water treatment processes to improve drinking water quality have become common practices worldwide. However, even though these elements lead to improved water quality, the water quality may be impacted during its distribution through piped networks due to the processes such as pipe material release, biofilm formation and detachment, accumulation and resuspension of loose deposits. Irregular changes in supply-water quality may cause physiochemical and microbiological de-stabilization of pipe material, biofilms and loose deposits in the distribution system that have been established over decades and may harbor components that cause health or esthetical issues (brown water). Even though it is clearly relevant to customers' health (e.g., recent Flint water crisis), until now, switching of supply-water quality is done without any systematic evaluation. This article reviews the contaminants that develop in the water distribution system and their characteristics, as well as the possible transition effects during the switching of treated water quality by destabilization and the release of pipe material and contaminants into the water and the subsequent risks. At the end of this article, a framework is proposed for the evaluation of potential transition effects. Copyright © 2017 Elsevier Ltd. All rights reserved.

  9. Water supply pipe dimensioning using hydraulic power dissipation

    Science.gov (United States)

    Sreemathy, J. R.; Rashmi, G.; Suribabu, C. R.

    2017-07-01

    Proper sizing of the pipe component of water distribution networks play an important role in the overall design of the any water supply system. Several approaches have been applied for the design of networks from an economical point of view. Traditional optimization techniques and population based stochastic algorithms are widely used to optimize the networks. But the use of these approaches is mostly found to be limited to the research level due to difficulties in understanding by the practicing engineers, design engineers and consulting firms. More over due to non-availability of commercial software related to the optimal design of water distribution system,it forces the practicing engineers to adopt either trial and error or experience-based design. This paper presents a simple approach based on power dissipation in each pipeline as a parameter to design the network economically, but not to the level of global minimum cost.

  10. Community-based management of water supply services

    CSIR Research Space (South Africa)

    Mogane-Ramahotswa, B

    1992-01-01

    Full Text Available One of the most important aspects of suitability of water supply is the ability of the community to manage its own scheme. Unlike in urban settlement institutional arrangements for rural water supply are rudimentary. Over the past decade...

  11. Water supply studies. [management and planning of water supplies in California

    Science.gov (United States)

    Burgy, R. H.; Algazi, V. R.; Draeger, W. C.; Churchman, C. W.; Thomas, R. W.; Lauer, D. T.; Hoos, I.; Krumpe, P. F.; Nichols, J. D.; Gialdini, M. J.

    1973-01-01

    The primary test site for water supply investigations continues to be the Feather River watershed in northeastern California. This test site includes all of the area draining into and including the Oroville Reservoir. The principal effort is to determine the extent to which remote sensing techniques, when properly employed, can provide information useful to those persons concerned with the management and planning of lands and facilities for the production of water, using the Oroville Reservoir and the California Water Project as the focus for the study. In particular, emphasis is being placed on determining the cost effectiveness of information derived through remote sensing as compared with that currently being derived through more conventional means.

  12. Renewable energy water supply - Mexico program summary

    Energy Technology Data Exchange (ETDEWEB)

    Foster, R. [New Mexico State Univ., Las Cruces, NM (United States)

    1997-12-01

    This paper describes a program directed by the US Agency for International Development and Sandia National Laboratory which installed sustainable energy sources in the form of photovoltaic modules and wind energy systems in rural Mexico to pump water and provide solar distillation services. The paper describes the guidelines which appeared most responsible for success as: promote an integrated development program; install quality systems that develop confidence; instill local project ownership; train local industry and project developers; develop a local maintenance infrastructure; provide users training and operations guide; develop clear lines of responsibilities for system upkeep. The paper emphasizes the importance of training. It also presents much collected data as to the characteristics and performance of the installed systems.

  13. Dynamic operating rules for water supply reservoirs in La Paz.

    Science.gov (United States)

    Bender, M J; Hranisavljevic, D; Bernardin, R; Bianchi, R

    2002-01-01

    Dynamic operating rules have been applied to the drought-prone Andean water supply reservoirs near La Paz, Bolivia. The water supply reservoirs are not using conventional reservoir operating rule curves. Instead, dynamic operating rules opportunistically supply surplus water for soft demands, and proactively adjust the water supply before a drought causes a water shortage. The conventional approach of forcing water levels to follow a set rule curve is replaced with notions of tradeoffs between long-term reliability and short-term supply opportunities. Operators can customise the dynamic rules based on their tolerance of shortages, and can choose to operate more aggressively during wet periods. In this way, the dynamic rules offer a flexible tool for making short-term decisions while managing medium and long-term performance goals. In the case of La Paz, it is possible to utilise the water sources more efficiently in the short-term without significantly reducing the long-term water supply reliability. The dynamic rules will reduce the severity of future water shortages (if they occur) by 60%, and provide opportunities to increase the firm water supply by up to 8% without affecting the long-term reliability.

  14. Co-Production Performance Evaluation of a Novel Solar Combi System for Simultaneous Pure Water and Hot Water Supply in Urban Households of UAE

    National Research Council Canada - National Science Library

    Nutakki Tirumala Uday Kumar; Andrew R Martin

    2017-01-01

    ... (POU) water treatment devices has been gaining huge market recently due to increase in knowledge of urban population on health related issues over contaminants in decentralized water distribution networks...

  15. Water Supply at Los Alamos 1998-2001

    Energy Technology Data Exchange (ETDEWEB)

    Richard J. Koch; David B. Rogers

    2003-03-01

    impacts by production on long-term water supply sustainability at Los Alamos. This report summarizes production data and aquifer conditions for water production and monitor wells in the Los Alamos, New Mexico, and Los Alamos National Laboratory (LANL) area (Figure 1). Water production wells are grouped within the Guaje, Pajarito, and Otowi fields, the locations of which are shown on Figure 1. Wells from these fields supply all the potable water used for municipal and most industrial purposes in Los Alamos County (LAC), at LANL, and at Bandelier National Monument. This report has three primary objectives: (1) Provide a continuing historical record of metered well production and overall water usage; (2) Provide data to the Department of Energy (DOE) and LANL management, and Los Alamos County planners for operation of the water supply system and for long-range water resource planning; and (3) Provide water-level data from regional aquifer production wells, test wells, and monitoring wells.

  16. An Integrated Framework for Analysis of Water Supply Strategies in a Developing City: Chennai, India

    Science.gov (United States)

    Srinivasan, V.; Gorelick, S.; Goulder, L.

    2009-12-01

    Indian cities are facing a severe water crisis: rapidly growing population, low tariffs, high leakage rates, inadequate reservoir storage, are straining water supply systems, resulting in unreliable, intermittent piped supply. Conventional approaches to studying the problem of urban water supply have typically considered only centralized piped supply by the water utility. Specifically, they have tended to overlook decentralized actions by consumers such as groundwater extraction via private wells and aquifer recharge by rainwater harvesting. We present an innovative integrative framework for analyzing urban water supply in Indian cities. The framework is used in a systems model of water supply in the city of Chennai, India that integrates different components of the urban water system: water flows into the reservoir system, diversion and distribution by the public water utility, groundwater flow in the urban aquifer, informal water markets and consumer behavior. Historical system behavior from 2002-2006 is used to calibrate the model. The historical system behavior highlights the buffering role of the urban aquifer; storing water in periods of surplus for extraction by consumers via private wells. The model results show that in Chennai, distribution pipeline leaks result in the transfer of water from the inadequate reservoir system to the urban aquifer. The systems approach also makes it possible to evaluate and compare a wide range of centralized and decentralized policies. Three very different policies: Supply Augmentation (desalination), Efficiency Improvement (raising tariffs and fixing pipe leaks), and Rainwater Harvesting (recharging the urban aquifer by capturing rooftop and yard runoff) were evaluated using the model. The model results suggest that a combination of Rainwater Harvesting and Efficiency Improvement best meets our criteria of welfare maximization, equity, system reliability, and utility profitability. Importantly, the study shows that

  17. Coal slurry fuel supply and purge system

    Science.gov (United States)

    McDowell, Robert E.; Basic, Steven L.; Smith, Russel M.

    1994-01-01

    A coal slurry fuel supply and purge system for a locomotive engines is disclosed which includes a slurry recirculation path, a stand-by path for circulating slurry during idle or states of the engine when slurry fuel in not required by the engine, and an engine header fluid path connected to the stand-by path, for supplying and purging slurry fuel to and from fuel injectors. A controller controls the actuation of valves to facilitate supply and purge of slurry to and from the fuel injectors. A method for supplying and purging coal slurry in a compression ignition engine is disclosed which includes controlling fluid flow devices and valves in a plurality of fluid paths to facilitate continuous slurry recirculation and supply and purge of or slurry based on the operating state of the engine.

  18. Solid polyelectrolyte fuel cell power supply system; Kotai kobunshigata nenryo denchi dengen system

    Energy Technology Data Exchange (ETDEWEB)

    Aoki, T. [Kanagawa (Japan); Kadoma, H. [Yokohama (Japan); Hashizaki, K.; Tani, T. [Mitsubishi Heavy Industries Ltd., Tokyo (Japan)

    1996-06-11

    When a previous solid polyelectrolyte fuel cell power supply system is used underwater, the water generated by the cell reaction is stored in a water storage tank and it is necessary that the system is suspended in case the generated water is full in the water storage tank to take the system out of water and the water in the tank is discharged in the atmosphere. The solid polyelectrolyte fuel cell power supply system of this invention is equipped with a discharge pump to exhaust the generated water out of the closed vessel accommodating the system or equipped with a device to exhaust the generated water into the outside water accompanied with gushing of high-pressure gas into the outside water. As a result, the water generated by the cell reaction can be exhausted from the system into the outside water at any required time so that the fuel cell power supply system can be operated continuously as far as the supply of the fuel or the oxidizer last. By the installment of this function, a solid polyelectrolyte fuel cell power supply system can be used as an independent underwater power source or as a power source for an underwater moving body. 4 figs.

  19. 兴邦大厦建筑给排水的节能设计措施%Energy-efficient Design of Water Supply and Drainage System for Xingbang Mansion

    Institute of Scientific and Technical Information of China (English)

    韩振春

    2013-01-01

      当前我国建筑给排水节能方面仍有很大不足,因此,必须在建筑的给排水节能设计时,选取适当技术措施以实现给排水方面的节能,并从设计之初,到施工过程,再到投入使用中严格控制。研究了建筑给排水节能的必要性。通过兴邦大厦工程说明了新型材料的使用、雨水和中水的利用、太阳能的采用和二次给水节能技术在建筑给排水节能方面的设计要求。%The energy efficiency of water supply and drainage system is insufficient in China. Appropriate techniques shall be utilized in designing water supply and drainage system with strict control process from design to construction and operation. The necessity of energy effi-ciency for water supply and drainage system is presented. The Xingbang Mansion illustrates various architectural design requirements of new materials, rainwater and greywater, solar energy adoption and secondary water supply for energy efficiency.

  20. Application of Frequency Conversion Constant Pressure Water Supply System in Heating Network%变频恒压补水系统在供暖热网中的应用

    Institute of Scientific and Technical Information of China (English)

    刘善顺

    2012-01-01

    随着人们对供暖质量和要求的不断提高,利用先进的自动化技术、控制技术以及通讯技术,设计出高性能、高节能、适应供暖复杂环境的恒压补水系统已成为必然趋势。朔里矿业对原工人村区域供热补水系统进行了改造,实现变频恒压自动补水系统,其节能效果显著,稳定性大大提高。本文阐述了供暖热网补水系统改造的背景、工作原理、控制方案、变频恒压补水系统的运行性能,并进行了经济效益分析。%With the increasing demanding on the heating quality, using advanced automation technology, control technology and communication technology, constant pressure water supply system with high performance, high energy-saving and adapting to the complex heating environment was designed, and it become an inevitable trend. Heating water supply system of the former district of workers was transformed by Shuoli Mining, realized variable frequency and constant pressure automatic water supply system, and saved energy observably, stability was greatly improved. The modification background, work theories and control programs of water supply system in heating network, and the operational performance of variable frequency and constant pressure water supply system were advanced in this paper, and economic benefits were analyzed.

  1. Rural drinking water at supply and household levels: quality and management.

    Science.gov (United States)

    Hoque, Bilqis A; Hallman, Kelly; Levy, Jason; Bouis, Howarth; Ali, Nahid; Khan, Feroze; Khanam, Sufia; Kabir, Mamun; Hossain, Sanower; Shah Alam, Mohammad

    2006-09-01

    Access to safe drinking water has been an important national goal in Bangladesh and other developing countries. While Bangladesh has almost achieved accepted bacteriological drinking water standards for water supply, high rates of diarrheal disease morbidity indicate that pathogen transmission continues through water supply chain (and other modes). This paper investigates the association between water quality and selected management practices by users at both the supply and household levels in rural Bangladesh. Two hundred and seventy tube-well water samples and 300 water samples from household storage containers were tested for fecal coliform (FC) concentrations over three surveys (during different seasons). The tube-well water samples were tested for arsenic concentration during the first survey. Overall, the FC was low (the median value ranged from 0 to 4 cfu/100ml) in water at the supply point (tube-well water samples) but significantly higher in water samples stored in households. At the supply point, 61% of tube-well water samples met the Bangladesh and WHO standards of FC; however, only 37% of stored water samples met the standards during the first survey. When arsenic contamination was also taken into account, only 52% of the samples met both the minimum microbiological and arsenic content standards of safety. The contamination rate for water samples from covered household storage containers was significantly lower than that of uncovered containers. The rate of water contamination in storage containers was highest during the February-May period. It is shown that safe drinking water was achieved by a combination of a protected and high quality source at the initial point and maintaining quality from the initial supply (source) point through to final consumption. It is recommended that the government and other relevant actors in Bangladesh establish a comprehensive drinking water system that integrates water supply, quality, handling and related educational

  2. A new concept for the water supply at CERN

    CERN Document Server

    Inigo-Golfin, J

    1998-01-01

    The present state of the station Le Vengeron (the main pumping station supplying CERN with drinking water), and also to comply with the new Swiss standards impose a thorough consolidation and upgrade of this station which is shared with the Services Industriels de Genève (SIG). The total cost of the works (around 62 MCHF) would be shared proportionally to the nominal flow-rate demand which, at present, is of 2/3 for CERN and 1/3 for SIG. An alternative to the above is a complete review of CERN's water consumption, reducing our needs by half, thus allowing savings in both investment and operation. This reduction in investment cost would be diverted towards much needed consolidation works for the existing facilities within CERN. This paper also reviews the planning and possible ways for the execution of the works and the future responsibilities of operation of the water distribution systems (drinking and machine) inside CERN's sites.

  3. Design of ITER NBI power supply system

    Energy Technology Data Exchange (ETDEWEB)

    Watanabe, Kazuhiro; Ohara, Yoshihiro; Okumura, Yoshikazu [Japan Atomic Energy Research Inst., Naka, Ibaraki (Japan). Naka Fusion Research Establishment; Higa, Osamu; Kawashima, Syuichi; Ono, Youichi; Tanaka, Masanobu; Yasutomi, Sei

    1997-07-01

    Power supply system for the ITER neutral beam injector (NBI) whose total injection power is 1 MeV, 50 MW from three modules, has been designed. The power supply system consists of a source power supply for negative ion production/extraction and a DC 1 MV, 45 A power supply for negative ion acceleration. An inverter controlled multi-transformer/rectifier system has been adopted to the acceleration power supply. An inverter frequency of 150 Hz was selected to satisfy required specifications which are rise time of <100 ms, voltage ripple of <10% peak to peak and cut off speed of <200{mu}s. It was confirmed that the rise time, the ripple and the cut off speed is about 50 ms, 7% and <200{mu}s respectively by computation. It was also confirmed that a surge current and an energy input to the ion source at the breakdown can be suppressed lower than 3 kA and 10 J, which are considered to be lower than allowable values. A 1 MV transmission line has been designed from a view point of electric field on the inner conductors and grounded conductor. The results from the design study indicate that all the required specification to the power supply system can be satisfied and that R and D on the transmission line is one of the most important subjects. (author)

  4. 33 CFR 203.61 - Emergency water supplies due to contaminated water source.

    Science.gov (United States)

    2010-07-01

    ... Water Act (see 40 CFR 141), is exceeded. (ii) The water supply has been identified as a source of... contaminated water source. 203.61 Section 203.61 Navigation and Navigable Waters CORPS OF ENGINEERS, DEPARTMENT... PROCEDURES Emergency Water Supplies: Contaminated Water Sources and Drought Assistance § 203.61...

  5. Bioinspired materials for water supply and management: water collection, water purification and separation of water from oil.

    Science.gov (United States)

    Brown, Philip S; Bhushan, Bharat

    2016-08-06

    Access to a safe supply of water is a human right. However, with growing populations, global warming and contamination due to human activity, it is one that is increasingly under threat. It is hoped that nature can inspire the creation of materials to aid in the supply and management of water, from water collection and purification to water source clean-up and rehabilitation from oil contamination. Many species thrive in even the driest places, with some surviving on water harvested from fog. By studying these species, new materials can be developed to provide a source of fresh water from fog for communities across the globe. The vast majority of water on the Earth is in the oceans. However, current desalination processes are energy-intensive. Systems in our own bodies have evolved to transport water efficiently while blocking other molecules and ions. Inspiration can be taken from such to improve the efficiency of desalination and help purify water containing other contaminants. Finally, oil contamination of water from spills or the fracking technique can be a devastating environmental disaster. By studying how natural surfaces interact with liquids, new techniques can be developed to clean up oil spills and further protect our most precious resource.This article is part of the themed issue 'Bioinspired hierarchically structured surfaces for green science'. © 2016 The Author(s).

  6. Hydraulic analysis of water supply networks and controlling the leak using WATER GEMS model

    Directory of Open Access Journals (Sweden)

    Mahmood Motevalizadeh

    2016-03-01

    Full Text Available Given that the discussion on water is strategic in terms of economic and social aspects as well as environmental impact, water leak in urban water-supply systems is very important, so, dealing with it is necessary and inevitable. Controlling and reducing water leak are of the main goals of water supplier organization due to limitations in terms of water resources, especially in dry lands which have few water resources. Pressure management is an efficient tool to reduce costs, enhance the operation of the network and therefore, it reduces the leak and increases the life of facilities and equipment and reduces the number of accidents. Smart pressure containment is a good way to prevent excess pressure in network to control undesirable phenomenon of leak which is directly related to pressure. In this study, Badamuiyeh water supply complex in Kerman City was selected to study on adjusting the pressure to control the leak of water and the hydraulic analysis was performed with demand-based method (DDSM, which is common technique and demand is constant, by Water GEMS software. For this end, the pressure reducing valves (prv were installed in critical point and they were timed to provide standard pressure in all nodes of the network and then, the impact of smart pressure management on water supply system has been investigated. Then its impact on the leak was examined and the results show that smart pressure control through pressure-reducing valve is a proper method for optimal management of water and reducing the leak significantly that with 45.15% reduction in average pressure, one can reduce the leak as much as 25.67% that as its result, 15380 m3 of water is annually saved in this region which is equal to 27.18% of consuming water.

  7. The Shanggongshan Tunnel Kunming Zhangjiuhe River Water Diversion and Water Supply Project

    Institute of Scientific and Technical Information of China (English)

    J. P. Kaegi; M. Bachmann; A. Colombi

    2004-01-01

    Kunming is the political and economical centre of the Yunnan Province in the south -west of China and one of the most beautiful historical and cultural cities in China. It is also one of the 14 cities in China that are severely short of water. In order to solve the supply problem and to allow for future development of the local society and economy, the "Kunming Zhangjiuhe River Water Diversion and Water Supply Project" was implemented. The total investment for the project is about USD 476 million.The objective is to establish a water supply system with a capacity of 0.6 million tons of water per day.Major parts of the project are:capacity by 0. 442 billion m3 and an annual water supply of 0. 245 billion m3;tunnels, but also some siphons);pacity of 0.4 million tons per day in the initial stage and 0.6 million tons per day once completed;length of 93.43 km;sons.Project completion is planned for the end of 2006.

  8. The Ambiguity of Community: Debating Alternatives to Private-Sector Provision of Urban Water Supply

    Directory of Open Access Journals (Sweden)

    Karen Bakker

    2008-10-01

    Full Text Available The concept of community has become increasingly important in debates over alternatives to privatisation, and is invoked by both proponents and opponents of private sector provision of water supply. This paper presents a critique of the concept of community water supply when it is invoked as an alternative to privatisation. The analysis presents a typology of proposals for community ownership and governance of water supply, and proceeds to critique some of the flawed assumptions in the concepts of community deployed in these proposals, together with references to more general debates about the viability of the 'commons' as enacted through community-controlled water supply systems. The paper closes with a brief discussion of the future evolution of the debate over 'community' alternatives to privatisation, focusing on water supply.

  9. Assessing the susceptibility to contamination of two aquifer systems used for public water supply in the Modesto and Fresno metropolitan areas, California, 2001 and 2002

    Science.gov (United States)

    Wright, Michael T.; Belitz, Kenneth; Johnson, Tyler D.

    2004-01-01

    Ground-water samples were collected from 90 active public supply wells in the Fresno and Modesto metropolitan areas as part of the California Aquifer Susceptibility (CAS) program. The CAS program was formed to examine the susceptibility to contamination of aquifers that are tapped by public supply wells to serve the citizens of California. The objectives of the program are twofold: (1) to evaluate the quality of ground water used for public supply using volatile organic compound (VOC) concentrations in ground-water samples and (2) to determine if the occurrence and distribution of low level VOCs in ground water and characteristics, such as land use, can be used to predict aquifer susceptibility to contamination from anthropogenic activities occurring at, or near, land surface. An evaluation was made of the relation between VOC occurrence and the explanatory variables: depth to the top of the uppermost well perforation, land use, relative ground-water age, high nitrate concentrations, density of leaking underground fuel tanks (LUFT), and source of recharge water. VOCs were detected in 92 percent of the wells sampled in Modesto and in 72 percent of the wells sampled in Fresno. Trihalomethanes (THM) and solvents were frequently detected in both study areas. Conversely, the gasoline components?benzene, toluene ethylbenzene, and xylenes (BTEX)?were rarely, if at all, detected, even though LUFTs were scattered throughout both study areas. The rare occurrence of BTEX compounds may be the result of their low solubility and labile nature in the subsurface environment. Samples were analyzed for 85 VOCs; 25 were detected in at least one sample. The concentrations of nearly all VOCs detected were at least an order of magnitude below action levels set by drinking water standards. Concentrations of four VOCs exceeded federal and state maximum contaminant levels (MCL): the solvent trichloroethylene (TCE) and the fumigant 1, 2-dibromo-3-chloropropane (DBCP) in Fresno, and the

  10. Public water supplies in Gloucester County, New Jersey

    Science.gov (United States)

    Hardt, William F.

    1963-01-01

    . The average per capita public water supply consumption in 1959 was approximately 75 gallons per day. This report includes a summary of the history of the present installations, groundwater conditions, quality and availability of water, and potential future yield for the 2 public water systems in Gloucester County.

  11. 集中空调冷凝热回收技术在生活热水供应系统中的应用%Application of central air conditioning condense heat recovery technology to domestic hot water supply system

    Institute of Scientific and Technical Information of China (English)

    黄璞洁; 李艳霞; 何耀炳; 许伊那

    2011-01-01

    介绍\t了空调冷凝热回收技术的工作原理,计算确定了冷凝热回收机组和蓄热水箱的容量,并与传统的空调和生活热水供应系统进行比较.探讨了空调冷凝热回收技术在生活热水供应系统中的设计应用.%Based on the working principle, calculates the capacity of the condense heat recovery unit and heat storage water tank, and compares with the traditional air conditioning and domestic hot water supply system. Discusses the application of air conditioning condense heat recovery technology to the design of domestic hot water supply system.

  12. Optimum combination of water drainage, water supply and eco-environment protection in coal-accumulated basin of North China

    Institute of Scientific and Technical Information of China (English)

    武强; 董东林; 石占华; 武雄; 孙卫东; 叶责钧; 李树文; 刘金韬

    2000-01-01

    The conflict among water drainage, water supply and eco-environment protection is getting more and more serious due to the irrational drainage and exploitation of ground water resources in coal-accumulated basins of North China. Efficient solutions to the conflict are to maintain long-term dynamic balance between input and output of the ground water basins, and to try to improve resourcification of the mine water. All solutions must guarantee the eco-environment quality. This paper presents a new idea of optimum combination of water drainage, water supply and eco-environment protection so as to solve the problem of unstable mine water supply, which is caused by the changeable water drainage for the whole combination system. Both the management of hydraulic techniques and constraints in economy, society, ecology, environment, industrial structural adjustments and sustainable developments have been taken into account. Since the traditional and separate management of different departments of water drainage,

  13. Modeling Integrated Water-User Decisions with Intermittent Supplies

    Science.gov (United States)

    Lund, J. R.; Rosenberg, D.

    2006-12-01

    We present an economic-engineering method to estimate urban water use demands with intermittent water supplies. A two-stage, probabilistic optimization formulation includes a wide variety of water supply enhancement and conservation actions that individual households can adopt to meet multiple water quality uses with uncertain water availability. We embed the optimization in Monte-Carlo simulations to show aggregate effects at a utility (citywide) scale for a population of user conditions and decisions. Parametric analysis provides derivations of supply curves to subsidize conservation, demand responses to alternative pricing, and customer willingness-to-pay to avoid shortages. Results show a good empirical fit for the average and distribution of billed residential water use in Amman, Jordan. Additional outputs give likely market penetration rates for household conservation actions, associated water savings, and subsidies required to entice further adoption. We discuss new insights to size, target, market, and finance conservation programs and interpret a demand curve with block pricing.

  14. Indirect Potable Reuse: A Sustainable Water Supply Alternative

    Directory of Open Access Journals (Sweden)

    Clemencia Rodriguez

    2009-03-01

    Full Text Available The growing scarcity of potable water supplies is among the most important issues facing many cities, in particular those using single sources of water that are climate dependent. Consequently, urban centers are looking to alternative sources of water supply that can supplement variable rainfall and meet the demands of population growth. A diversified portfolio of water sources is required to ensure public health, as well as social, economical and environmental sustainability. One of the options considered is the augmentation of drinking water supplies with advanced treated recycled water. This paper aims to provide a state of the art review of water recycling for drinking purposes with emphasis on membrane treatment processes. An overview of significant indirect potable reuse projects is presented followed by a description of the epidemiological and toxicological studies evaluating any potential human health impacts. Finally, a summary of key operational measures to protect human health and the areas that require further research are discussed.

  15. Indirect potable reuse: a sustainable water supply alternative.

    Science.gov (United States)

    Rodriguez, Clemencia; Van Buynder, Paul; Lugg, Richard; Blair, Palenque; Devine, Brian; Cook, Angus; Weinstein, Philip

    2009-03-01

    The growing scarcity of potable water supplies is among the most important issues facing many cities, in particular those using single sources of water that are climate dependent. Consequently, urban centers are looking to alternative sources of water supply that can supplement variable rainfall and meet the demands of population growth. A diversified portfolio of water sources is required to ensure public health, as well as social, economical and environmental sustainability. One of the options considered is the augmentation of drinking water supplies with advanced treated recycled water. This paper aims to provide a state of the art review of water recycling for drinking purposes with emphasis on membrane treatment processes. An overview of significant indirect potable reuse projects is presented followed by a description of the epidemiological and toxicological studies evaluating any potential human health impacts. Finally, a summary of key operational measures to protect human health and the areas that require further research are discussed.

  16. Indirect Potable Reuse: A Sustainable Water Supply Alternative

    Science.gov (United States)

    Rodriguez, Clemencia; Van Buynder, Paul; Lugg, Richard; Blair, Palenque; Devine, Brian; Cook, Angus; Weinstein, Philip

    2009-01-01

    The growing scarcity of potable water supplies is among the most important issues facing many cities, in particular those using single sources of water that are climate dependent. Consequently, urban centers are looking to alternative sources of water supply that can supplement variable rainfall and meet the demands of population growth. A diversified portfolio of water sources is required to ensure public health, as well as social, economical and environmental sustainability. One of the options considered is the augmentation of drinking water supplies with advanced treated recycled water. This paper aims to provide a state of the art review of water recycling for drinking purposes with emphasis on membrane treatment processes. An overview of significant indirect potable reuse projects is presented followed by a description of the epidemiological and toxicological studies evaluating any potential human health impacts. Finally, a summary of key operational measures to protect human health and the areas that require further research are discussed. PMID:19440440

  17. Water Supply of Indian Wells Valley, California.

    Science.gov (United States)

    1986-04-01

    finite. Water pumipage and consuniptive water use exceeds (he natura rehre to the idale ’s griund-water supplN. In 1984 28.000 acre feet of’ water was...XEROPHY’TES ARTEMISiA PHREATOPHYTES SALTBRUSH PICKLEWEED WATER TABLE 𔃻A 60 ~50 SALTGRASS, ALKALI SACATONE, SAITBAUSH ~40 C-. z cc PASTURE ...limit on the amount of useful water stored in the Valley (Photo 12). MAIN GATE NWC B ONTI 2500 / MODERN ALLUVIUM "-, ~GOO’’- -0.S.5 -300 PPM _ Lu 2000

  18. 30 CFR 75.1107-7 - Water spray devices; capacity; water supply; minimum requirements.

    Science.gov (United States)

    2010-07-01

    ... Water spray devices; capacity; water supply; minimum requirements. (a) Where water spray devices are... 30 Mineral Resources 1 2010-07-01 2010-07-01 false Water spray devices; capacity; water supply; minimum requirements. 75.1107-7 Section 75.1107-7 Mineral Resources MINE SAFETY AND HEALTH...

  19. Electrolytic silver ion cell sterilizes water supply

    Science.gov (United States)

    Albright, C. F.; Gillerman, J. B.

    1968-01-01

    Electrolytic water sterilizer controls microbial contamination in manned spacecraft. Individual sterilizer cells are self-contained and require no external power or control. The sterilizer generates silver ions which do not impart an unpleasant taste to water.

  20. The sustainability of urban water supply in low income countries: a livelihoods model

    NARCIS (Netherlands)

    Hadipuro, W.; Wiering, M.A.; Naerssen, A.L. van

    2013-01-01

    Urban water supply can be managed by public institutions, private companies, communities, or by combinations thereof. Controversy continues over which system can most effectively improve livelihoods. Responding to this discussion, an extended model of sustainable livelihoods analysis is proposed tha

  1. The sustainability of urban water supply in low income countries: a livelihoods model

    NARCIS (Netherlands)

    Hadipuro, W.; Wiering, M.A.; Naerssen, A.L. van

    2013-01-01

    Urban water supply can be managed by public institutions, private companies, communities, or by combinations thereof. Controversy continues over which system can most effectively improve livelihoods. Responding to this discussion, an extended model of sustainable livelihoods analysis is proposed tha

  2. Development of Mini Interactive Smart System for Water and Warm Water Supply Applied to Apartments%公寓用微型交互式智能给水、温水系统开发

    Institute of Scientific and Technical Information of China (English)

    曹聪; 李曼; 薛爽; 奥布力喀斯木·麦提库尔班; 海舰航

    2016-01-01

    The mini interactive smart system for water and warm water supply applied to apartments is devoted to the development of the functions for timing and quantitative filling of the water and automatic heating of the indoor water tank and the functions could be controlled intelligently by the client mobile phone.When the temperature reaches a predetermined value,the user will be reminded by the voice alert in real-time.When the traditional"Thermal insulation function"is replaced by"Automatic and intelligent on-off heating circuit"it is able to reach the targets of low cost,low power consumption,high intelligence,environmental protection and energy saving.%公寓用微型交互式智能给水、温水系统致力于客户通过手机客户端智能控制室内水箱定时、定量加水及自动加热功能的开发,当温度达到预定值时实时语音提醒用户。用"自动智能通断电路加热"取代传统"保温功效"实现低成本、小功耗、高智能、环保节能的功效。

  3. Energy management in multi-municipal water supply systems. Identifying energy cost savings from readily available time-series electricity consumption and water production data

    Energy Technology Data Exchange (ETDEWEB)

    Ferreira, V.; Castanheira, L. [ENERGAIA, Energy Management Agency of Gaia (Portugal); Fleming, P. [Institute of Energy and Sustainable Development, De Montfort University, (United Kingdom); Gouveia, J. Borges [Department of Engineering and Industrial Management, Aveiro University (Portugal)

    2002-07-01

    This paper analyses data from 21 water pumping stations to identify electricity saving opportunities. The specific energy consumption of the different pumping stations are calculated. Using a combination of bivariate correlation analysis and CUSUM analysis, the water pumping related energy consumption and the non pumping of electricity consumption have been identified. This time-series energy analysis techniques provided much more information than the traditional energy consumption technique. Data is presented for one pumping station that identifies potential electricity savings through modifications to the current pumping regime. Bivariate analysis, followed by CUSUM technique can help improve the cost effectiveness of the energy audit by analysing the data for the pumping stations prior to the audit. Such an analysis can then help the energy auditor identify a major electricity saving opportunities in a shorter time and so make the whole approach more cost effective.

  4. 基于MLE模型和EPANET的城市供水系统风险评价%Risk Assessment of Urban Water Supply Systems Based on MLE Model and EPANET Software

    Institute of Scientific and Technical Information of China (English)

    牛志广; 陈发; 徐宗武; 张颖; 李浩宾; 陆仁强

    2011-01-01

    为有效解决城市供水系统可能面临人为威胁的不确定性问题,建立了城市供水系统面临人为威胁时风险的定量化评价方法.以华北某市KGWL加工区的供水系统为例,首先利用马尔科夫潜在影响模型(MLE)对城市供水系统可能面临的人为威胁进行分析,定量化计算了城市供水系统的人为威胁水平;然后,利用EPANET软件对不同人为威胁作用下城市供水系统的运行工况进行模拟,计算了不同人为威胁发生后所产生的后果.根据上述研究,最终实现了城市供水系统面临人为威胁时风险大小的定量化计算和评价,研究结果可为城市供水系统安全运行和升级改造提供决策依据.%In order to solve the uncertainty problem of the man-made threats to urban water supply systems, a quantitative risk assessment method was proposed.Taking the urban water supply system in KGWL processing zone of a city in North China as example, firstly, the Markov Latent Effects (MLE) model was used to analyze the man-made threats to the urban water supply system, and the man-made threat level was computed quantitatively.Then, the EPANET software was used to simulate the operating conditions of the urban water supply system in different man-made threat scenarios, and the threat consequences were also computed quantitatively.Finally, the risk of urban water supply system was computed and evaluated quantitatively.The research results can be used as the decision support for the safety operation and upgrading of urban water supply systems.

  5. RADIOACTIVITY lN LAUTECH WATER SUPPLIES, NIGERIAA

    African Journals Online (AJOL)

    2006-07-23

    Jul 23, 2006 ... minerals, nitrogenous wastes and respiratory attributed to the low concentrations in gases as ... surface water and groundwater supply which is .... calibration measurements in the energy .... the Food Chain, M.W. Carter (ed.).

  6. Water supply and hydrosocial scarcity in the Rio de Janeiro Metropolitan Area

    OpenAIRE

    Britto, Ana Lucia; Johnsson, Rosa Maria Formiga; Carneiro,Paulo Roberto Ferreira

    2016-01-01

    Abstract This paper aims to analyse the water supply systems in the Rio de Janeiro Metropolitan Area in the light of the hydrosocial scarcity concept and the human right to water. It also assesses how bulk water availability may aggravate this situation. We argue that water access-related problems are directly related to several aspects: the way that water and sanitation services are managed, deficiencies in planning, technical choices, and the way in which existing systems are operated. In a...

  7. National water summary 1987: Hydrologic events and water supply and use

    Science.gov (United States)

    Carr, Jerry E.; Chase, Edith B.; Paulson, Richard W.; Moody, David W.

    1990-01-01

    Water use in the United States, as measured by freshwater withdrawals in 1985, averaged 338,000 Mgal/d (million gallons per day), which is enough water to cover the 48 conterminous States to a depth of about 2.4 inches. Only 92,300 Mgal/d, or 27.3 percent of the water withdrawn, was consumptive use and thus lost to immediate further use; the remainder of the withdrawals (72.7 percent) was return flow available for reuse a number of times as the water flowed to the sea. The 1985 freshwater withdrawals were much less than the average 30 inches of precipitation that falls on the conterminous States each year; consumptive use accounted for only 7 percent of the estimated annual runoff of 1,230,000 Mgal/d. Nonetheless, as the State summaries on water supply and use clearly show, water is not always available when and where it is needed. Balancing water demands with available water supplies constitutes one of the major resource allocation issues that will face the United States in the coming decade.Of the 1985 freshwater withdrawals, 78.3 percent (265,000 Mgal/d) came from surface-water sources (streams and lakes), and 21.7 percent (73,300 Mgal/d) came from ground water. Surface water provided drinking water for about 47 percent of the Nation's total population. It was the source of 59.9 percent of the Nation's public-supply systems. For self-supplied withdrawals, surface water accounted for 1.6 percent of the domestic and commercial uses; 64.0 percent of the industrial and mining use; 99.4 percent of the thermoelectric generation withdrawals, mainly for cooling water; and 65.6 percent of the agricultural withdrawals. Eight States accounted for 43 percent of the surface-water use; California, Colorado, and Idaho used surface water primarily for irrigation, and Dlinois, Michigan, Ohio, Pennsylvania, and Texas used surface-water primarily for cooling condensers or reactors in thermoelectric plants.Ground water provided drinking water for 53 percent of the Nation's total

  8. Water supply of Rome in antiquity and today

    Science.gov (United States)

    Bono, P.; Boni, C.

    1996-03-01

    In ancient Rome, water was considered a deity to be worshipped and most of all utilized in health and art. The availability of huge water supplies was considered a symbol of opulence and therefore an expression of power. The countryside around Rome offered a spectacular view: it was adorned with an incalculable number of monuments, temples, and villas, and it was crossed by sturdy aqueducts with magnificent arcades. The aqueduct as a superelevated monumental work is a typical concept of the Roman engineering, although it is possible to recognize that the inspiration and the basic ideas came from Etruscan technology. The Etruscans did not construct real aqueducts, even though they built hydraulic works as irrigation channels, drainage systems, dams, etc. The Greeks had also built similar hydraulic structures, before the Roman influence. Interesting aqueduct remains are in Rome, Segovia (Spain), Nimes (France), and Cologne (Germany), among other places.

  9. RELIABILITY BASED OPTIMAL DESIGN OF A WATER DISTRIBUTION NETWORK FOR MUNICIPAL WATER SUPPLY

    Directory of Open Access Journals (Sweden)

    P.Malleswararao

    2011-02-01

    Full Text Available The history of water supply and distribution is as old as the history of civilization. In the present society, water supply system has become an important and necessary element. It also gives an indication of level of advancement of society. Water Distribution Network (WDN is an important component of water supply system which contributes to nearly 70% of the total cost. Optimal design of water distribution network is the aim of any agency dealing with water supply distribution. Consideration of reliability in water istribution networks has been received increasing attention over the past few years. In the present research work, the main focus is onto develop a new parameter for assessing the overall network reliability using fuzzy logic concepts based on the excess pressures available at the demand nodes and to be incorporated in the optimal design and to incorporate this parameter in a two objective optimization model for design of water distribution network using the combination of Genetic Algorithms and EPANET tool kit in the MATLABenvironment.The best range of excess of minimum residual pressures is considered in the present study in such a way that the reliability of the network is maximum. The proposed methodology is applied on a two loop gravity network which is referred by most of the researchers. 54optimal solutions are identified for the network. The Network Reliability Parameter (NRP, Cost Reliability Ration (CRR and Cost per Unit Reliability and Unit Length (CURUL parameters are used to compare the results with the previous researchers. It is found that the present study shows better results of when comparing withthe results of the previous researchers.

  10. Nanotechnology for a safe and sustainable water supply: enabling integrated water treatment and reuse.

    Science.gov (United States)

    Qu, Xiaolei; Brame, Jonathon; Li, Qilin; Alvarez, Pedro J J

    2013-03-19

    Ensuring reliable access to clean and affordable water is one of the greatest global challenges of this century. As the world's population increases, water pollution becomes more complex and difficult to remove, and global climate change threatens to exacerbate water scarcity in many areas, the magnitude of this challenge is rapidly increasing. Wastewater reuse is becoming a common necessity, even as a source of potable water, but our separate wastewater collection and water supply systems are not designed to accommodate this pressing need. Furthermore, the aging centralized water and wastewater infrastructure in the developed world faces growing demands to produce higher quality water using less energy and with lower treatment costs. In addition, it is impractical to establish such massive systems in developing regions that currently lack water and wastewater infrastructure. These challenges underscore the need for technological innovation to transform the way we treat, distribute, use, and reuse water toward a distributed, differential water treatment and reuse paradigm (i.e., treat water and wastewater locally only to the required level dictated by the intended use). Nanotechnology offers opportunities to develop next-generation water supply systems. This Account reviews promising nanotechnology-enabled water treatment processes and provides a broad view on how they could transform our water supply and wastewater treatment systems. The extraordinary properties of nanomaterials, such as high surface area, photosensitivity, catalytic and antimicrobial activity, electrochemical, optical, and magnetic properties, and tunable pore size and surface chemistry, provide useful features for many applications. These applications include sensors for water quality monitoring, specialty adsorbents, solar disinfection/decontamination, and high performance membranes. More importantly, the modular, multifunctional and high-efficiency processes enabled by nanotechnology provide a

  11. Optimal crop selection and water allocation under limited water supply in irrigation

    Science.gov (United States)

    Stange, Peter; Grießbach, Ulrike; Schütze, Niels

    2015-04-01

    Due to climate change, extreme weather conditions such as droughts may have an increasing impact on irrigated agriculture. To cope with limited water resources in irrigation systems, a new decision support framework is developed which focuses on an integrated management of both irrigation water supply and demand at the same time. For modeling the regional water demand, local (and site-specific) water demand functions are used which are derived from optimized agronomic response on farms scale. To account for climate variability the agronomic response is represented by stochastic crop water production functions (SCWPF). These functions take into account different soil types, crops and stochastically generated climate scenarios. The SCWPF's are used to compute the water demand considering different conditions, e.g., variable and fixed costs. This generic approach enables the consideration of both multiple crops at farm scale as well as of the aggregated response to water pricing at a regional scale for full and deficit irrigation systems. Within the SAPHIR (SAxonian Platform for High Performance IRrigation) project a prototype of a decision support system is developed which helps to evaluate combined water supply and demand management policies.

  12. Cache County Water Demand/Supply Model

    OpenAIRE

    Hughes, Trevor C.; Norby, Gregory J.; Thyagarajan, Laxman

    1996-01-01

    This report descibes a municipal water demand forecasting model for use in areas of mixed rural and urban housing types. A series of residential demand functions were derived which forecast water demand based on the ype and density of housing and season. Micro sampling techniques were used to correlate water use data and explanatory variable data for low, medium, and high density housing. The demand functions were...

  13. Mine water supply assessment and evaluation of the system response to the designed demand in a desert region, central Saudi Arabia.

    Science.gov (United States)

    Yihdego, Yohannes; Drury, Len

    2016-11-01

    The efficient use of water resources in arid region has become highly relevant in the evaluation and mining planning, since the exploration phase to closure. The objective of the numerical groundwater model was to assess the potential for groundwater extraction to meet mine water demand from one of the driest area in the world. Numerical groundwater models were used to assess groundwater resource. Modelling was undertaken using MODFLOW-SURFACT code, an advanced MODFLOW based code, within the framework of Visual MODFLOW version 4.6. A steady state model was developed to assess the regional groundwater flow pattern and to calibrate the recharge and hydraulic conductivity parameters in the model. The model was calibrated with a correlation of coefficient of 0.997, and root-mean-squared error is 0.3 m. A transient simulation model was used to predict the impact of 1.5 million cubic metre/year extraction for 10 years on the main aquifer hydrogeological regime, including after cession of pumping. Modelling simulated four hydrogeological scenarios. Model results for the 'worst case' scenario suggested that the Saq Sandstone aquifer should be capable of supplying the mine water demand (1.5 million cubic metre (MCM)/year) for 10 years. However, the long-term water-level drawdown shows a continuous decrease without achieving steady state conditions; thus, the majority of water is being taken from aquifer storage, and in the long term, there will be a mutual interference from a borefield located to the north of the model area. In this area, the hydraulic gradient is relatively steep and over-pumped for more than 28 years. Other scenario shows that there will be a recovery of around 8 m out of the 11.6-m drawdown, after 18 years of cession of pumping, implying that the aquifer will be stressed and a large percentage of water taken from aquifer storage. To minimise hydrogeological impacts, it is recommended to laterally spread out production bores, bores should be located

  14. 小区给排水设计应注意的几个问题%Several Problems of Water Supply and Drainage System Design Should Paid Attention

    Institute of Scientific and Technical Information of China (English)

    刘春波

    2013-01-01

    近几年,小到几万平米大到上百万平米的住宅小区在全国各地陆续建设并投入使用;而很多设计内容在国家规范的层面还属于空白;因此出现了全国各个地方、设计院对住宅小区给排水设计八仙过海,各显神通的局面。笔者总结多年在设计一线的小区给排水设计经验,在这里与大家一起讨论。%In recent years, residential district of different sizes has constructed and put into use in succession al over the cou-ntry;and many design elements in the specification of national level stil belongs to the blank;therefore appeared al over the country, design institute of residential water supply and draina-ge design became the Eight Immortals crossing the sea, each s-hows special prowess situation. The author sums up the old w-ater supply and drainage design experiences in the design of district, to discuss with you here.

  15. EPANET软件在区域供水管网改造设计中的应用%Application of EPANET in renovation of regional water supply system

    Institute of Scientific and Technical Information of China (English)

    邵会卿; 张丽; 陈楚楚; 刘东方; 李克勋

    2012-01-01

    以天津市某区域的供水管网为例,利用EPANET软件对其进行水力计算,指明现有管网的缺陷.为了保障其安全性,根据实际调研设计管网改造方案,选取关键节点作为改造前后对比分析的依据.根据最终水力计算结果,验证改造方案的合理性,为实际的改造工程提供理论依据.%Taking the water supply network of a region in Tianjin as an example,the EPANET software was used to do hydraulic calculation, the disadvantages of the present water supply network were specified. In order to ensure the security, the paper designed the renovation plan of network on the basis of actual survey, and selected some key nodes as the basis of comparison and analysis. According to the final result of hydraulic calculation, the paper proved the rationality of the network design and can provide scientific basis for actual project.

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

    Science.gov (United States)

    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.

  17. Analysis of (unsustainability of the current water: Supply strategy in Serbia

    Directory of Open Access Journals (Sweden)

    Dokmanović Petar B.

    2015-01-01

    Full Text Available Planned construction of more than 30 dams, lake-reservoirs and regional water-supply systems, are the basis of long-term water-supply strategy of the Republic of Serbia. The strategy was adopted in the 1970s and some experiences so far indicate the necessity of revision and rationalization, because of the following: - Quantity and effects of realized works are far lower than planned. The main reasons is the lack of finance as well as some systemic weaknesses shown in the processes of construction and management of the water systems. - Forecasted demographic growth as well as water consumption rates, dating back to 1970s-80s, are significantly oversized. -Global and domestic experiences in the field of construction and management of artificial lake- reservoirs indicate numerous techno-economic and environmental risks and negative consequences. - So far results of hydrogeological researches and groundwater capturing in Serbia show that this resource is a very good basis for municipal water-supply in the most part of the territory. - Water pipe lines are, on average, in very poor condition. Water supply deficits are recorded frequently because of enormous losses in distribution. The rationalization means an approach suited to the real water-supply need as well as to the financial and organizational capabilities. Orientation to the available groundwater resources is the basic guideline. One of the priorities is repairing of water pipe networks. This approach allows: - Much faster solving of water-supply problems - Big financial savings in the construction of dams, reservoirs, regional pipelines, raw water treatment plants as well as in the space adaptation and maintenance of regional water-supply systems.

  18. Restructuring the Water Supply at CERN

    CERN Document Server

    Nonis, M

    1999-01-01

    The CERN water network is the result of continuous extensions made to meet the different needs of the experiments and accelerators. Several studies concerning the current water consumption and the foreseen needs for the running of the new accelerators show a need to optimize the network and, where possible, reduce the consumption. Site construction works will begin in February 1999 and will continue until 2003; important modification works on the water network will only be possible during the shutdown for the dismantling of LEP. This paper will present the technical outlines and will report the status of the project. ST Division is involved in reorganizing the demineralized and primary cooling water circuits for the accelerators while Services Industriels de Genève (SIG) will be responsible for the works on pumping stations and on water networks.

  19. Rational use of electric energy in public water supply systems - a case study in Macapa - Brazil; Uso racional de energia eletrica em sistemas publicos de abastecimento de agua, um estudo de caso em Macapa

    Energy Technology Data Exchange (ETDEWEB)

    Andrade, Cynthia S.; Correia, Paulo de Barros [Universidade Estadual de Campinas, SP (Brazil). Faculdade de Engenharia Mecanica. Dept. de Energia

    1998-12-31

    The rational use of energy is becoming a matter of great importance and interest on every sectors of society. Optimization techniques are efficient tools to get rational operations of energy. This paper presents an optimization model applied to a part of the CAESA public system water supply in Macapa, considering a daily programming horizon. CAESA is the company of water and drain of Amapa. The results achieve show a reduction potential up to 25% in actual electrical energy use of the studied system. (author) 7 refs., 8 figs., 6 tabs.; e-mail: cynthia e correia at fem.unicamp.br

  20. The role of enterprise systems in supply chain networks: a taxonomy of supply chain strategies

    DEFF Research Database (Denmark)

    Møller, Charles

    2006-01-01

    This paper proposes a taxonomy for supply chain integration strategies. The taxonomy is based on the contingencies of supply chain network coupling and the Extended Enterprise Systems (EES) architecture in the supply chain. The purpose of this model is to map the portfolio of relations...... in the supply chain and to choose the right supply chain strategy. The work is based on a comprehensive study of the Supply Chain Management (SCM) and Enterprise Resource Planning (ERP) literature and the study suggests that there is an emerging new research potential for Enterprise Systems (ES) in the supply...

  1. The role of enterprise systems in supply chain networks: a taxonomy of supply chain strategies

    DEFF Research Database (Denmark)

    Møller, Charles

    2006-01-01

    in the supply chain and to choose the right supply chain strategy. The work is based on a comprehensive study of the Supply Chain Management (SCM) and Enterprise Resource Planning (ERP) literature and the study suggests that there is an emerging new research potential for Enterprise Systems (ES) in the supply......This paper proposes a taxonomy for supply chain integration strategies. The taxonomy is based on the contingencies of supply chain network coupling and the Extended Enterprise Systems (EES) architecture in the supply chain. The purpose of this model is to map the portfolio of relations...

  2. 7 CFR 612.5 - Dissemination of water supply forecasts and basic data.

    Science.gov (United States)

    2010-01-01

    ... 7 Agriculture 6 2010-01-01 2010-01-01 false Dissemination of water supply forecasts and basic data... SUPPLY FORECASTS § 612.5 Dissemination of water supply forecasts and basic data. Water supply outlook reports prepared by NRCS and its cooperators containing water supply forecasts and basic data are...

  3. Drought and Water Supply. Implications of the Massachusetts Experience for Municipal Planning.

    Science.gov (United States)

    Russell, Clifford S.; And Others

    This book uses the 1962-66 Massachusetts drought data as a base of information to build a planning model of water resources that is of interest to students and professionals involved with water management. Using a demand-supply ratio to measure the relative inadequacy of a given water system, the authors then project demand into the drought period…

  4. ARN Supply Chain Management System for OCIE

    Science.gov (United States)

    2006-12-30

    Module (IRM), Clothing Initial Issue Point ( CIIP ); Supply Chain Management; Virtual Item Manager/Wholesale Local; Quality Logistics Management...DLA successfully assumed retail inventory at five Army Clothing Initial Issue Points ( CIIPs ), two United Stated Marine Corps Recruit Depots (MCRDs...system provides a “local” capability to manage wholesale inventory assets located at the CIIP including receipt and inventory adjustment processing

  5. Lesotho - Rural Water and Sanitation Supply

    Data.gov (United States)

    Millennium Challenge Corporation — The impact evaluation design of the rural water intervention proposes two separate approaches so as to ensure a “defensive evaluation” that is, so that results can...

  6. Energy consumption in the food supply system

    DEFF Research Database (Denmark)

    Kamp, Andreas; Østergård, Hanne; Hauggaard-Nielsen, Henrik

    2016-01-01

    Historically, productivity gains have been possible by the application of energy intensive technologies. In the future, new technologies and practices based on energy from renewable resources are central for the development of our food supply system and they will contribute in two different ways....... As the energy sector increasingly bases energy supply on renewable sources, the energy requirements of the food sector will automatically substitute renewable energy for non-renewable energy in all stages of food supply. In principle, the food sector does not need to change if renewable energy is sufficient...... and available as the energy carriers that we are used to today. We may think of this as passive adaptation. A passive adaptation strategy may support a development towards the image ‘high input – high output’. The food sector, however, may also actively adapt to a future without fossil fuels and change...

  7. Development of water quality standards criteria. [for consumables (spacecrew supplies)

    Science.gov (United States)

    1976-01-01

    Qualitative and semiquantitative analyses were made of volatile organic compounds in water supplies collected at various stages of processing in the space station prototype vacuum compression distillation unit to evaluate the process and the product water. Additional evaluation was made of specific ingredients required to adequately enhance the taste of the reclaimed water. A concept for the in-flight addition of these ingredients was developed. Revisions to previously recommended potable water criteria and specifications are included.

  8. Intermittent Water Supplies: Challenges and Opportunities for Residential Water Users in Jordan

    OpenAIRE

    Rosenberg, David E.; Talozi, Samer; Lund, Jay

    2008-01-01

    Intermittent access to improved urban water supplies is a large and expanding global problem. This paper describes 16 supply enhancement and 23 demand management actions available to urban residential water users in Jordan to cope with intermittent supplies. We characterize actions by implementation, costs, and water quantities and qualities acquired or conserved. This effort systematically identifies potential options prior to detailed study and shows that water users have significant capaci...

  9. Physical and chemical parameter correlations with technical and technological characteristics of heating systems and the presence of Legionella spp. in the hot water supply.

    Science.gov (United States)

    Rakić, Anita; Štambuk-Giljanović, Nives

    2016-02-01

    The purpose of this study was to evaluate the prevalence of Legionella spp. and compare the quality of hot water between four facilities for accommodation located in Southern Croatia (the Split-Dalmatian County). The research included data collection on the technical and technological characteristics in the period from 2009 to 2012. The survey included a type of construction material for the distribution and internal networks, heating system water heater type, and water consumption. Changes in water quality were monitored by determination of the physical and chemical parameters (temperature, pH, free chlorine residual concentrations, iron, zinc, copper and manganese) in the samples, as well as the presence and concentration of bacteria Legionella spp. The temperature is an important factor for the development of biofilms, and it is in negative correlation with the appearance of Legionella spp. Positive correlations between the Fe and Zn concentrations and Legionella spp. were established, while the inhibitory effect of a higher Cu concentration on the Legionella spp. concentration was proven. Legionella spp. were identified in 38/126 (30.2%) of the water samples from the heating system with zinc-coated pipes, as well as in 78/299 (26.1%) of the samples from systems with plastic pipes. A similar number of Legionella spp. positive samples were established regardless of the type of the water heating system (central or independent). The study confirms the necessity of regular microbial contamination monitoring of the drinking water distribution systems (DWDSs).

  10. Design of Fire Water Supply System of Stable High Pressure in Petrochemical Enterprise%石油化工企业稳高压消防给水系统设计

    Institute of Scientific and Technical Information of China (English)

    李洪

    2015-01-01

    针对稳高压消防给水系统的相关内容,进行了介绍,并对稳高压消防给水系统中消防水泵和稳压泵设计参数的确定、联锁控制方案的设计,进行了详细的论述。同时对稳高压消防给水系统中是否应设高位消防水箱、消防水泵接合器及消火栓处远程启动消防泵按钮进行了分析,提出了个人的见解。%Aiming at the relational contents of fire water supply system of stable high pressure were introduced, and the determination of design parameters of fire pump and pressure maintenance pump, design schemes of the interlock control were described in detail in fire water supply system of stable high pressure.At the same time, whether fire cistern of the most high position, fire pump adapter and long-distance button to start the fire pump by fire hydrant should be set in fire water supply system of stable high pressure, which was analyzed, and personal opinions were given.

  11. The Economics of Groundwater Replenishment for Reliable Urban Water Supply

    Directory of Open Access Journals (Sweden)

    Lei Gao

    2014-06-01

    Full Text Available This paper explores the potential economic benefits of water banking in aquifers to meet drought and emergency supplies for cities where the population is growing and changing climate has reduced the availability of water. A simplified case study based on the city of Perth, Australia was used to estimate the savings that could be achieved by water banking. Scenarios for investment in seawater desalination plants and groundwater replenishment were considered over a 20 year period of growing demand, using a Monte Carlo analysis that embedded the Markov model. An optimisation algorithm identified the minimum cost solutions that met specified criteria for supply reliability. The impact of depreciation of recharge credits was explored. The results revealed savings of more than A$1B (~US$1B or 37% to 33% of supply augmentation costs by including water banking in aquifers for 95% and 99.5% reliability of supply respectively. When the hypothetically assumed recharge credit depreciation rate was increased from 1% p.a. to 10% p.a. savings were still 33% to 31% for the same reliabilities. These preliminary results show that water banking in aquifers has potential to offer a highly attractive solution for efficiently increasing the security of urban water supplies where aquifers are suitable.

  12. Water supply project feasibilities in fringe areas of Kolkata, India

    Directory of Open Access Journals (Sweden)

    K. Dutta Roy

    2011-01-01

    Full Text Available Water supply management to the peri-urban areas of the developing world is a complex task due to migration, infrastructure and paucity of fund. A cost-benefit methodology particularly suitable for the peri-urban areas has been developed for the city of Kolkata, India. The costs are estimated based on a neural network estimate. The water quality of the area is estimated from samples and a water quality index has been prepared. A questionnaire survey in the area has been conducted for relevant information like income, awareness and willingness to pay for safe drinking water. A factor analysis has been conducted for distinguishing the important factors of the survey and subsequent multiple regressions have been conducted for finding the relationships for the willingness to pay. A system dynamics model has been conducted to estimate the trend of increase of willingness to pay with the urbanizations in the peri-urban areas. A cost benefit analysis with the impact of time value of money has been executed. The risk and uncertainty of the project is investigated by Monte Carlos simulation and tornado diagrams. It has been found that the projects that are normally rejected in standard cost benefit analysis would be accepted if the impacts of urbanizations in the peri-urban areas are considered.

  13. Water supply project feasibilities in fringe areas of Kolkata, India

    Directory of Open Access Journals (Sweden)

    K. Dutta Roy

    2010-09-01

    Full Text Available Water supply management to the peri-urban areas of the developing world is a complex task due to migration, infrastructure, paucity of fund etc. A cost-benefit methodology particularly suitable for the peri-urban areas has been developed for the city of Kolkata, India. The costs are estimated based on a neural network estimate. The water quality of the area is estimated from samples and a water quality index has been prepared. A questionnaire survey in the area has been conducted for relevant information like income, awareness and willingness to pay for safe drinking water. A factor analysis has been conducted for distinguishing the important factors of the survey and subsequent multiple regressions have been conducted for finding the relationships for the willingness to pay. A system dynamics model has been conducted to estimate the trend of increase of willingness to pay with the urbanizations in the peri-urban areas. A cost benefit analysis with the impact of time value of money has been executed. The risk and uncertainty of the project is investigated by Monte Carlos simulation and tornado diagrams. It has been found that the projects that are normally rejected in standard cost benefit analysis would be accepted if the impacts of urbanizations in the peri-urban areas are considered.

  14. 检查表法在农村集中式供水系统风险评价的应用%Application of Checklist Method in Risk Assessment of Rural Centralized Water Supply System in China

    Institute of Scientific and Technical Information of China (English)

    李洪兴; 陶勇; 张荣

    2012-01-01

    目的 探讨检查表法在农村集中式供水系统进行风险评价的应用.方法 选择某省以地面水和地下水为水源的水厂各一家,依据相关的标准规范建立检查表并对两水厂进行现场检查,应用半定量评价模型对风险等级进行评价;综合考虑定性和定量评价的结果,判定“风险易发点”.结果 风险检查结果和半定量评价结果显示,两家水厂水源地均存在一定水质风险;水源的综合评价信息显示,一家水厂的水源风险等级为中度且为“风险易发点”.结论 检查法可以发现了两水厂的潜在风险并进行风险度评价;该方法简单易用,具有一定推广价值.%Objective To assess the risk of rural centralized water supply systems by using the checklist method and semi-quantitative method.Methods A water plant using surface water source and a water plant using underground water source in the same province were selected as the study objects.The sanitary inspection on these two water supply facilities was carried out by the application of Checklist developed according to the current related standards,regulations and semi-quantitative method,and the high risk points were identified based on assessment results.Results There were risk factors in the two water supply facilities,but one of the water plants had high risk in water source,with which had the high risk point.Conclusion The potential risks have been found in water source by the application of the checklist method and semi-quantitative method.The checklist method and semi-quantitative methods are simple for the risk assessment and management of rural centralized water supply system in China.

  15. Calculation of Water Supply to Hydraulic Jet Devices

    Directory of Open Access Journals (Sweden)

    M. V. Krautsou

    2006-01-01

    Full Text Available Dependence for calculation of working fluid supply to water-air ejector is proposed. The de­pendence has been derived via analysis and processing of data being obtained by experimental research of water-jet devices.

  16. 75 FR 48986 - Northwest Area Water Supply Project, North Dakota

    Science.gov (United States)

    2010-08-12

    ... the surface water supplies within the service area are insufficient from both a quality and quantity... Scoping Meetings MSU-Bottineau, Nelson Science Center Room 125, 105 Simrall Boulevard, Bottineau, ND Sleep... of the proposed action is to provide a reliable source of high quality treated water to...

  17. 75 FR 49518 - Northwest Area Water Supply Project, North Dakota

    Science.gov (United States)

    2010-08-13

    ... the surface water supplies within the service area are insufficient from both a quality and quantity... MSU-Bottineau, Nelson Science Center Room 125, 105 Simrall Boulevard, Bottineau, ND. Sleep Inn--Inn... of the proposed action is to provide a reliable source of high quality treated water to...

  18. Constraining uncertainties in water supply reliability in a tropical data scarce basin

    Science.gov (United States)

    Kaune, Alexander; Werner, Micha; Rodriguez, Erasmo; de Fraiture, Charlotte

    2015-04-01

    Assessing the water supply reliability in river basins is essential for adequate planning and development of irrigated agriculture and urban water systems. In many cases hydrological models are applied to determine the surface water availability in river basins. However, surface water availability and variability is often not appropriately quantified due to epistemic uncertainties, leading to water supply insecurity. The objective of this research is to determine the water supply reliability in order to support planning and development of irrigated agriculture in a tropical, data scarce environment. The approach proposed uses a simple hydrological model, but explicitly includes model parameter uncertainty. A transboundary river basin in the tropical region of Colombia and Venezuela with an approximately area of 2100 km² was selected as a case study. The Budyko hydrological framework was extended to consider climatological input variability and model parameter uncertainty, and through this the surface water reliability to satisfy the irrigation and urban demand was estimated. This provides a spatial estimate of the water supply reliability across the basin. For the middle basin the reliability was found to be less than 30% for most of the months when the water is extracted from an upstream source. Conversely, the monthly water supply reliability was high (r>98%) in the lower basin irrigation areas when water was withdrawn from a source located further downstream. Including model parameter uncertainty provides a complete estimate of the water supply reliability, but that estimate is influenced by the uncertainty in the model. Reducing the uncertainty in the model through improved data and perhaps improved model structure will improve the estimate of the water supply reliability allowing better planning of irrigated agriculture and dependable water allocation decisions.

  19. [Sanitary quality of water supply for human consumption in Campeche].

    Science.gov (United States)

    Isaac-Márquez, A P; Lezama-Dávila, C M; Ku-Pech, P P; Tamay-Segovia, P

    1994-01-01

    This paper presents data of a study undertaken to know the sanitary features of water supply (deep pools) for human consumption in the city of Campeche, Mexico. Levels of intestinal bacteria (total and fecal coliforms) were monitored, as well as heterotrophic plate counts and the surroundings of each deep pool were inspected. Each water supply was monitored three times from January to July, 1993 and presented unacceptable levels of heterotrophic plate counts and coliforms which is a strong evidence of fecal contamination of animal or human origin. These findings are a clear indication of unacceptable contamination of water supply for human consumption which requires an improvement and systematic inspection in order to provide good quality water to the population of Campeche.

  20. Evaluating Water Supply and Water Quality Management Options for Las Vegas Valley

    Science.gov (United States)

    Ahmad, S.

    2007-05-01

    The ever increasing population in Las Vegas is generating huge demand for water supply on one hand and need for infrastructure to collect and treat the wastewater on the other hand. Current plans to address water demand include importing water from Muddy and Virgin Rivers and northern counties, desalination of seawater with trade- payoff in California, water banking in Arizona and California, and more intense water conservation efforts in the Las Vegas Valley (LVV). Water and wastewater in the LVV are intrinsically related because treated wastewater effluent is returned back to Lake Mead, the drinking water source for the Valley, to get a return credit thereby augmenting Nevada's water allocation from the Colorado River. The return of treated wastewater however, is a major contributor of nutrients and other yet unregulated pollutants to Lake Mead. Parameters that influence the quantity of water include growth of permanent and transient population (i.e., tourists), indoor and outdoor water use, wastewater generation, wastewater reuse, water conservation, and return flow credits. The water quality of Lake Mead and the Colorado River is affected by the level of treatment of wastewater, urban runoff, groundwater seepage, and a few industrial inputs. We developed an integrated simulation model, using system dynamics modeling approach, to account for both water quantity and quality in the LVV. The model captures the interrelationships among many variables that influence both, water quantity and water quality. The model provides a valuable tool for understanding past, present and future pathways of water and its constituents in the LVV. The model is calibrated and validated using the available data on water quantity (flows at water and wastewater treatment facilities and return water credit flow rates) and water quality parameters (TDS and phosphorus concentrations). We used the model to explore important questions: a)What would be the effect of the water transported from

  1. Tree Seed and Seedling Supply Systems

    DEFF Research Database (Denmark)

    Nyoka, Betserai I.; Roshetko, James M.; Jamnadass, Ramni

    2015-01-01

    The paper reviews tree seed and seedling supply systems in sub-Saharan Africa, Asia and Latin America. Across these regions, the review found that some of the germplasm supply systems do not efficiently meet farmers’ demands and environmental expectations in terms of productivity, species...... and genetic diversity. In some countries, germplasm used is mostly sourced from undocumented sources and often untested. Germplasm quality control systems are only found in a few countries. Appreciation of the value of tree germplasm of high genetic quality is low. Non-government organisations (NGOs) in many...... out private entrepreneurs, although this is not substantiated by any evidence to suggest that the smallholder farmers are willing and able to pay for the germplasm. In some Latin American countries, private companies, government and NGOs provide farmers tree germplasm in a partnership in which farmers...

  2. Volumetric Pricing of Agricultural Water Supplies: A Case Study

    Science.gov (United States)

    Griffin, Ronald C.; Perry, Gregory M.

    1985-07-01

    Models of water consumption by rice producers are conceptualized and then estimated using cross-sectional time series data obtained from 16 Texas canal operators for the years 1977-1982. Two alternative econometric models demonstrate that both volumetric and flat rate water charges are strongly and inversely related to agricultural water consumption. Nonprice conservation incentives accompanying flat rates are hypothesized to explain the negative correlation of flat rate charges and water consumption. Application of these results suggests that water supply organizations in the sample population converting to volumetric pricing will generally reduce water consumption.

  3. Rapid evaluation of water supply project feasibility in Kolkata, India

    Directory of Open Access Journals (Sweden)

    K. Dutta Roy

    2010-01-01

    Full Text Available Mega cities in developing countries are mostly dependent on external funding for improving the civic infrastructures like water supply. International and sometimes national agencies stipulate financial justifications for infrastructure funding. Expansion of drinking water network with external funding therefore requires explicit economic estimates. A methodology suitable for local condition has been developed in this study. Relevant field data were collected for estimating the cost of supply. The artificial neural network technique has been used for cost estimate. The willingness to pay survey has been used for estimating the benefits. Cost and benefit have been compared with consideration of time value of money. The risk and uncertainty have been investigated by Monte Carlo's simulation and sensitivity analysis. The results in this case indicated that consumers were willing to pay for supply of drinking water. It has been also found that supply up to 20 km from the treatment plant is economical after which new plants should be considered. The study would help to plan for economically optimal improvement of water supply. It could be also used for estimating the water tariff structure for the city.

  4. Rapid evaluation of water supply project feasibility in Kolkata, India

    Directory of Open Access Journals (Sweden)

    K. Dutta Roy

    2010-03-01

    Full Text Available Mega cities in developing countries are mostly dependent on external funding for improving the civic infrastructures like water supply. International and sometimes national agencies stipulate financial justifications for infrastructure funding. Expansion of drinking water network with external funding therefore requires explicit economic estimates. A methodology suitable for local condition has been developed in this study. Relevant field data were collected for estimating the cost of supply. The artificial neural network technique has been used for cost estimate. The willingness to pay survey has been used for estimating the benefits. Cost and benefit have been compared with consideration of time value of money. The risk and uncertainty have been investigated by Monte Carlo's simulation and sensitivity analysis. The results in this case indicated that consumers were willing to pay for supply of drinking water. It has been also found that supply up to 20 km from the treatment plant is economical after which new plants should be considered. The study would help to plan for economically optimal improvement of water supply. It could be also used for estimating the water tariff structure for the city.

  5. 稳压供水单片机控制系统设计%The Design of Water Supply System by a Single-Chip with Constant Pressure Controlled Microprocessor

    Institute of Scientific and Technical Information of China (English)

    李成果; 屈国普; 李四方; 姚敦平

    2011-01-01

    According to the requirements of water quality, water supply pressure and water supply system reliability,a new auto- matic control system of water supply with constant pressure and frequency conversion which combined with advanced automa- tion and communication technology was designed. This system based on inverter frequency modulation technology and a typical Micro Control Unit(MCU) AT89C51 as a controller and a PID algorithm were implemented. The overall scheme of the system and operating principle were described, and the block diagram of the hardware and software were designed. A interface of real- time monitoring system was proposed in this article. The system is running well and can meet users' needs better.%依据人们对供水质量、供水压力和供水系统可靠性的要求,结合先进的自动化技术和通讯技术,设计了一种新型变频稳压供水自动控制系统。该系统以典型的AT89C51单片机控制系统和变频器调频技术为核心,采用PID算法调节供水压力。该文介绍了系统的总体方案、工作原理和工作过程,给出了硬件框图及软件流程图,并设计了系统实时监测界面,实际应用表明该系统运行情况良好,能较好地满足用户需求。

  6. 多城市工业供需水离散系统的同时镇定鲁棒控制%Simultaneous Stabilization Robust Control of Multi-city Industrial Water Supply-demand Discrete System

    Institute of Scientific and Technical Information of China (English)

    李可柏; 曹杰; 陈理飞

    2012-01-01

    工业化程度不同的城市,其工业用水供需参数也不相同。建立了多城市工业供需水离散控制系统模型。以工业增加值为控制变量,根据Lyapunov稳定性理论和线性矩阵不等式求解方法,实现了工业化程度不同的多城市工业供需水离散系统同时镇定的鲁棒控制目标,减少了控制的复杂性。%The industrial water supply and demand parameters of cities with different degrees of industrialization are diverse.A model of multi-city industrial water supply-demand discrete control system is set up.By using the industrial added value as the control variables,according to the Lyapunov stability theory and linear matrix inequality(LMI) solution method,this method realizes the simultaneous stabilization robust control goal of multi-city industrial water supply-demand discrete system with different degrees of industrialization,thus reducing the complexity of the control.

  7. Determinants of willingness to pay for improved water supply services in rural Kazakhstan

    Science.gov (United States)

    Tussupova, Kamshat

    2017-04-01

    The UN Sustainable development goals declare to provide water, sanitation and hygiene for all. The supply of affordable and safe water is a global priority and there is thus a requirement for a safe drinking water management and management of excreta disposal and wastewater. The current paper assesses the determinants of consumers' willingness to connect and pay (WTP) for the piped water in rural Kazakhstan. The results show that local villagers use water from different sources and at least three quarters of the respondents are willing to connect and use water from the piped water supply. The general defined determinants for WTP should be carefully considered among the different water users. Perceived water quality is a variable that is relevant for all water users. Other variables such as perceived reliability and the time-spent to collect water from the source, in-household treatment of water, and income perception are also significant but differently correlated with the WTP among different water users. Although, piped water is considered to be a safe system if properly managed, still some water users are reluctant to pay for the system and are satisfied with their current water supply and sanitation services. In this case, a proper management for the drinking water and wastewater and safe management of the excreta disposal should be supplied. It is recommended to include local water userś opinion as regard the willingness to connect and pay for the piped water system. The findings are of particular importance for policy-makers, water managers, engineers, and public health specialists.

  8. Public Water Supply, Red River Parish, Louisiana.

    Science.gov (United States)

    1982-04-01

    nigra ) willow oak (Quercus phellos), sweet gum (Liquidambar styraciflua), and elms (Ulmus spp.). Flowering dogwood (Cornus florida), silverbell...and consists of loblolly pine (Pinus taeda), slash pine (Pinus elliottii), water oak (Quercus nigra ), post oak (Quercus stellata), mockernut hickory...Patridge Berry C,D,E 9 8 Mnium spp. Moss D 1 Morus rubra Red Mulberry D,E 2 Myrica cerifera Wax Myrtle C,E 97 49 Nyssa aquatica Tupelogum D,E 4 17 3 Nyssa

  9. Integrated Water Supply and Land Resource Management in Developing Countries

    Science.gov (United States)

    Jakeman, A. J.; Croke, B. F.; Croke, B. F.; Dietrich, C. R.; Letcher, R. A.; Merritt, W.; Perez, P.

    2001-05-01

    Intensification of agricultural development has led to water supply conflicts and exacerbation of environmental problems in many developing countries. In Thailand, for example, issues of water access between upstream and downstream users and on-site erosion and off-site water quality are common in the Northern Highlands. The authors report on a framework which has been developed to assist improved land use planning and water allocation. It can be used to assess the water supply, environmental and socioeconomic impacts of land use, climate and government policy. This framework utilises the integration of catchment supply models, crop, water allocation and erosion models, as well as models of household decision making. For the Mae Chaem catchment in Thailand, the authors present details of the particular method of integration of these models and results for the individual model components. The effects of changes in land use and climate variations on the distribution of water supply, crop yields and erosion illustrate the types of tradeoffs that have to be made. Crucial to the effectiveness of such integrated tools is an understanding of the reliability of the integrated model's predictions of different outcomes. The authors present a relevant framework for analysing model uncertainty in order to appreciate the degree to which one can confidently differentiate among different model outcomes resulting from different land use changes.

  10. Mountain Plains Learning Experience Guide: Plumbing. Course: Supply Piping Systems.

    Science.gov (United States)

    Arneson, R.; And Others

    One of three individualized courses included in a plumbing curriculum, this course covers installing, servicing, and repairing supply lines and fixtures commonly found in residential/commercial structures. The course is comprised of four units: (1) Pipe and Fittings, (2) Cold Water Supply, (3) Hot Water Supply, and (4) Fixtures. Each unit begins…

  11. Efficient dynamic scarcity pricing in urban water supply

    Science.gov (United States)

    Lopez-Nicolas, Antonio; Pulido-Velazquez, Manuel; Rougé, Charles; Harou, Julien J.; Escriva-Bou, Alvar

    2017-04-01

    Water pricing is a key instrument for water demand management. Despite the variety of existing strategies for urban water pricing, urban water rates are often far from reflecting the real value of the resource, which increases with water scarcity. Current water rates do not bring any incentive to reduce water use in water scarcity periods, since they do not send any signal to the users of water scarcity. In California, the recent drought has spurred the implementation of drought surcharges and penalties to reduce residential water use, although it is not a common practice yet. In Europe, the EU Water Framework Directive calls for the implementation of new pricing policies that assure the contribution of water users to the recovery of the cost of water services (financial instrument) while providing adequate incentives for an efficient use of water (economic instrument). Not only financial costs should be recovered but also environmental and resource (opportunity) costs. A dynamic pricing policy is efficient if the prices charged correspond to the marginal economic value of water, which increases with water scarcity and is determined by the value of water for all alternative uses in the basin. Therefore, in the absence of efficient water markets, measuring the opportunity costs of scarce water can only be achieved through an integrated basin-wide hydroeconomic simulation approach. The objective of this work is to design a dynamic water rate for urban water supply accounting for the seasonal marginal value of water in the basin, related to water scarcity. The dynamic pricing policy would send to the users a signal of the economic value of the resource when water is scarce, therefore promoting more efficient water use. The water rate is also designed to simultaneously meet the expected basic requirements for water tariffs: revenue sufficiency (cost recovery) and neutrality, equity and affordability, simplicity and efficiency. A dynamic increasing block rate (IBR

  12. Addressing stakeholder conflicts in rural South Africa using a water supply model

    NARCIS (Netherlands)

    D' Hont, F.M.; Clifford-Holmes, J.K.; Slinger, J.H.

    2013-01-01

    A system dynamics modelling approach is adopted to deepen understanding of the effects of operational management on the performance of the Greater Kirkwood water supply system in South Africa. Currently, the interrupted operation of the system has led to perceptions of systemic social injustice on t

  13. Effects of water-supply reservoirs on streamflow in Massachusetts

    Science.gov (United States)

    Levin, Sara B.

    2016-10-06

    State and local water-resource managers need modeling tools to help them manage and protect water-supply resources for both human consumption and ecological needs. The U.S. Geological Survey, in cooperation with the Massachusetts Department of Environmental Protection, has developed a decision-support tool to estimate the effects of reservoirs on natural streamflow. The Massachusetts Reservoir Simulation Tool is a model that simulates the daily water balance of a reservoir. The reservoir simulation tool provides estimates of daily outflows from reservoirs and compares the frequency, duration, and magnitude of the volume of outflows from reservoirs with estimates of the unaltered streamflow that would occur if no dam were present. This tool will help environmental managers understand the complex interactions and tradeoffs between water withdrawals, reservoir operational practices, and reservoir outflows needed for aquatic habitats.A sensitivity analysis of the daily water balance equation was performed to identify physical and operational features of reservoirs that could have the greatest effect on reservoir outflows. For the purpose of this report, uncontrolled releases of water (spills or spillage) over the reservoir spillway were considered to be a proxy for reservoir outflows directly below the dam. The ratio of average withdrawals to the average inflows had the largest effect on spillage patterns, with the highest withdrawals leading to the lowest spillage. The size of the surface area relative to the drainage area of the reservoir also had an effect on spillage; reservoirs with large surface areas have high evaporation rates during the summer, which can contribute to frequent and long periods without spillage, even in the absence of water withdrawals. Other reservoir characteristics, such as variability of inflows, groundwater interactions, and seasonal demand patterns, had low to moderate effects on the frequency, duration, and magnitude of spillage. The

  14. Optimal demand reponse to water pricing policies under limited water supply in irrigation: a case study

    Science.gov (United States)

    Grießbach, Ulkrike; Stange, Peter; Schuetze, Niels

    2015-04-01

    Due to climate change, extreme weather conditions such as droughts may have an increasing impact on irrigated agriculture. To cope with the higher demand of water, a new decision support framework is developed which focuses on an integrated management of both irrigation water supply and demand. For modeling the regional water demand, local stochastic water demand functions are used which are derived from optimized agronomic response on farms scale. These functions take into account different soil types, crops, stochastically generated climate scenarios considering different economic conditions, e.g., variable and fixed costs. This generic approach enables the consideration of both multiple crops at farm scale as well as of the aggregated response to water pricing at a regional scale for full and deficit irrigation systems. Within the SAPHIR (SAxonian Platform for High Performance IRrigation) project a prototype of a decision support system is developed and applied for a case study in Saxony which helps to evaluate combined water supply and demand management policies on a regional level.

  15. Domestic Water Consumption under Intermittent and Continuous Modes of Water Supply

    NARCIS (Netherlands)

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

    2014-01-01

    Although an extensive literature emphasizes the disadvantages of intermittent water supply, it remains prevalent in rural areas of developing countries. Understanding the effects of water supply time restrictions on domestic water use activities and patterns, especially for hygienic purposes, is imp

  16. Domestic Water Consumption under Intermittent and Continuous Modes of Water Supply

    NARCIS (Netherlands)

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

    2014-01-01

    Although an extensive literature emphasizes the disadvantages of intermittent water supply, it remains prevalent in rural areas of developing countries. Understanding the effects of water supply time restrictions on domestic water use activities and patterns, especially for hygienic purposes, is imp

  17. The Economics of Groundwater Replenishment for Reliable Urban Water Supply

    OpenAIRE

    Lei Gao; Connor, Jeffery D.; Peter Dillon

    2014-01-01

    This paper explores the potential economic benefits of water banking in aquifers to meet drought and emergency supplies for cities where the population is growing and changing climate has reduced the availability of water. A simplified case study based on the city of Perth, Australia was used to estimate the savings that could be achieved by water banking. Scenarios for investment in seawater desalination plants and groundwater replenishment were considered over a 20 year period of growing de...

  18. Analytical Bibliography for Water Supply and Conservation Techniques.

    Science.gov (United States)

    1982-01-01

    reduction in water use may be helpful for determination of effectiveness of public education campaigns. 42 Bruner , J. M. 1969. An Analysis of...place in social evolution. A- 58 Gilbert, Jerome B. 1978. The California Drought--out of Disaster, I r Better Water Management. Journal of the American...California. 12 Gilbert, Jerome B. and Associates. 1977. Water Conservation Reuse and Supply--San Francisco Bay Region. Report prepared for the

  19. Back-Propagation Artificial Neural Networks for Water Supply Pipeline Model

    Institute of Scientific and Technical Information of China (English)

    朱东海; 张土乔; 毛根海

    2002-01-01

    Water supply pipelines are the lifelines of a city. When pipelines burst, the burst site is difficult to locate by traditional methods such as manual tools or only by watching. In this paper, the burst site was identified using back-propagation (BP) artificial neural networks (ANN). The study is based on an indoor urban water supply model experiment. The key to appling BP ANN is to optimize the ANN's topological structure and learning parameters. This paper presents the optimizing method for a 3-layer BP neural network's topological structure and its learning parameters-learning ratio and the momentum factor. The indoor water supply pipeline model experimental results show that BP ANNs can be used to locate the burst point in urban water supply systems. The topological structure and learning parameters were optimized using the experimental results.

  20. Schedule Planning for Repairing Power Supply System

    OpenAIRE

    Kuo-Wei Lin; Chein-Jen Kang

    2012-01-01

    Problem statement: Taiwan is located in the tropical ocean areas. The strong typhoon in summer often causes the collapse of electric transmission towers and results in power outages that seriously affect peoples lives and industrial production. Approach: In light of this situation, this study aims to employ project management techniques of Theory of Constraints (TOC) to develop a practical TOC model to quickly repair the towers and restore power supplied system. Results: The actual applicatio...

  1. Water Treatment Technology - Distribution Systems.

    Science.gov (United States)

    Ross-Harrington, Melinda; Kincaid, G. David

    One of twelve water treatment technology units, this student manual on distribution systems provides instructional materials for six competencies. (The twelve units are designed for a continuing education training course for public water supply operators.) The competencies focus on the following areas: types of pipe for distribution systems, types…

  2. Water Treatment Technology - Distribution Systems.

    Science.gov (United States)

    Ross-Harrington, Melinda; Kincaid, G. David

    One of twelve water treatment technology units, this student manual on distribution systems provides instructional materials for six competencies. (The twelve units are designed for a continuing education training course for public water supply operators.) The competencies focus on the following areas: types of pipe for distribution systems, types…

  3. An Assessment of Factors Having Impact on Water Quality in Water Supply Pipelines

    Directory of Open Access Journals (Sweden)

    Auksė Amosenkienė

    2011-04-01

    Full Text Available Water samples were collected from Vilnius drinking water distribution system fed by treated and different groundwater. Parameters related to bacterial growth have been measured considering these samples: temperature, concentration of free residual chlorine, ammonium, nitrates and nitrites. Results showed that treated groundwater was less susceptible to favour bacterial growth in the pipelines. The obtained results also showed that the potential growth induced by the distribution of treated water could be reduced if: ammonium levels were below 0.5 mg/l at the outlet of the water treatment plant; biological ammonium removal treatment implementation should reduce the levels of the nitrates and nitrites of the treated supplied water. Article in Lithuanian

  4. 基于PLC的煤矿井下自供水系统的设计与应用%The design and application of the underground coal mine self water supply system based on the PLC

    Institute of Scientific and Technical Information of China (English)

    梁敬敬; 朱庆峰

    2013-01-01

      针对传统排水系统将煤矿井下涌水提升到地面,存在排水及水处理费用高、易造成环境污染等问题,开发设计了一套井下水处理、供水系统,可将矿井涌水循环利用。本系统采用欧姆龙PLC作为整个控制系统的核心,PLC将传感器采集到的数据通过以太环网传输到地面监控中心上位机,同时PLC接收上位机发出的控制命令,对系统开关量进行开停控制,实现了自供水系统运行参数的在线监测和远程控制。节省了人力物力,提高了煤矿的经济效益。%Aiming at the traditional drainage system of underground coal mine water inrush will be raised to the ground, there is a high drainage and water treatment costs, easy to cause environmental pollution and other issues, developed a set of well water treatment, water sup-ply system of mine water recycling. The system adopts OMRON PLC as the core of the whole control system, the data that PLC sensor collected is transmitted to the ground control center computer through the Ethernet ring network, at the same time, PLC receives the control commands issued by the host computer, control the start and stop of the system switch, realizes the self-supply water system operation parameters online monitoring and remote control. To save the human and material resources, improve the economic benefits of the coal mine.

  5. Supply Chain Systems Architecture and Engineering Design: Green-field Supply Chain Integration

    OpenAIRE

    Radanliev, Petar

    2015-01-01

    This paper developed a new theory for supply chain architecture, and engineering design that enables integration of the business and supply chain strategies. The architecture starts with individual supply chain participants and derives insights into the complex and abstract concept of green-field integration design. The paper presented a conceptual system for depicting the interactions between business and supply chain strategy engineering. The system examines the decisions made when engineer...

  6. Supply Chain Systems Architecture and Engineering Design: Green-field Supply Chain Integration

    OpenAIRE

    Radanliev, Petar

    2015-01-01

    This paper developed a new theory for supply chain architecture, and engineering design that enables integration of the business and supply chain strategies. The architecture starts with individual supply chain participants and derives insights into the complex and abstract concept of green-field integration design. The paper presented a conceptual system for depicting the interactions between business and supply chain strategy engineering. The system examines the decisions made when engineer...

  7. Linking global water demand and supply using remote sensing products

    Science.gov (United States)

    Poortinga, A.; Thanh Ha, L.; Phuong Vu, N.; Saah, D. S.; Cutter, P. G.; Troy, A.; Ganz, D.

    2016-12-01

    Due to increasing pressures on water resources and changing population dynamics, there is a need to monitor regional water resource availability in a spatially and temporally explicit manner. However, for many parts of the world, there is insufficient data to quantify stream flow in river basins or potential ground water infiltration rates. Often water resource managers use sophistic hydrology models that require complex data sets to generate estimations, but the results of these efforts lack confidence due to the absence of accurate input data or validation methods. Global open access remote sensing derived data products offer exciting new opportunities to study spatial-temporal water dynamics in a way directly relevant to managers. We present the results of an elegant pixel-based water balance formulation to partition rainfall into evapotranspiration, surface water runoff and potential ground water. The method provides a rapid, accurate, and cost-effective solution to mapping water resource availability in basins with no gauges or monitoring infrastructure. The presented method provides important new insights into the spatial and temporal water supply and demand dynamics. The preliminary result of an application of the model build for the Mekong region will be presented, where quantitative water supply estimations are linked with demand patterns. It will be demonstrated that global freely available remote sensing products can be used to produce significant and operational results for water resource managers. We demonstrate that space based technologies and their applications play a key role to optimize the planning, implementation, and monitoring of projects.

  8. Arsenic in public water supplies and cardiovascular mortality in Spain

    Energy Technology Data Exchange (ETDEWEB)

    Medrano, Ma Jose, E-mail: pmedrano@isciii.es [Centro Nacional de Epidemiologia, Instituto de Salud Carlos III, Sinesio Delgado 6, 28029 Madrid (Spain); Boix, Raquel; Pastor-Barriuso, Roberto [Centro Nacional de Epidemiologia, Instituto de Salud Carlos III, Sinesio Delgado 6, 28029 Madrid (Spain); Palau, Margarita [Subdireccion General de Sanidad Ambiental y Salud Laboral, Direccion General de Salud Publica y Sanidad Exterior, Ministerio de Sanidad y Politica Social, Madrid (Spain); Damian, Javier [Centro Nacional de Epidemiologia, Instituto de Salud Carlos III, Sinesio Delgado 6, 28029 Madrid (Spain); Ramis, Rebeca [Centro Nacional de Epidemiologia, Instituto de Salud Carlos III, Sinesio Delgado 6, 28029 Madrid (Spain); CIBER en Epidemiologia y Salud Publica (CIBERESP), Madrid (Spain); Barrio, Jose Luis del [Departamento de Salud Publica, Universidad Rey Juan Carlos, Madrid (Spain); Navas-Acien, Ana [Department of Environmental Health Sciences, Johns Hopkins Bloomberg School of Public Health, Baltimore, MD (United States); Department of Epidemiology, Welch Center for Prevention, Epidemiology and Clinical Research, Johns Hopkins Bloomberg School of Public Health, Baltimore, MD (United States)

    2010-07-15

    water were associated with increased cardiovascular mortality at the municipal level. Prospective cohort studies with individual measures of arsenic exposure, standardized cardiovascular outcomes, and adequate adjustment for confounders are needed to confirm these ecological findings. Our study, however, reinforces the need to implement arsenic remediation treatments in water supply systems above the World Health Organization safety standard of 10 {mu}g/L.

  9. Inter-basin water transfer-supply model and risk analysis with consideration of rainfall forecast information

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    This paper develops a new inter-basin water transfer-supply and risk assessment model with consideration of rainfall forecast information. Firstly, based on the current state of reservoir and rainfall forecast information from the global forecast system (GFS), the actual diversion amount can be determined according to the inter-basin water transfer rules with the decision tree method; secondly, the reservoir supply operation system is used to distribute water resource of the inter-basin water transfer reservoir; finally, the integrated risk assessment model is built by selecting the reliability of water transfer, the reliability (water shortage risk), the resiliency and the vulnerability of water supply as risk analysis indexes. The case study shows that the inter-basin water transfer-supply model with rainfall forecast information considered can reduce the comprehensive risk and improve the utilization efficiency of water resource, as compared with conventional and optimal water distribution models.

  10. Report: EPA’s and Mississippi’s Efforts to Assess and Restore Public Drinking Water Supplies after Hurricane Katrina

    Science.gov (United States)

    Report #2006-P-00011, February 14, 2006. The Mississippi Department of Health and drinking water system operators provided the public with timely and accurate information about the safety and proper treatment of public drinking water supplies.

  11. Evaluation of Total Coliform, Fecal Coliform and Residual Chlorine in Swimming Pools in Kermanshah on the Season, the type of Pool, Disinfection System and Source of Water Supply in the during of three years (2010-2012

    Directory of Open Access Journals (Sweden)

    K SHarafi

    2014-11-01

    From the results , although the pools of water quality parameters has been studied in almost ideal But in summer, especially on a female pools and pools with wells water supply source than other pools , to be more oversight .

  12. The challenges of rural water supply: a case study of rural areas in Limpopo Province

    CSIR Research Space (South Africa)

    Mothetha, M

    2013-07-01

    Full Text Available services provided by a water services institution are unable to meet the requirements of all its existing consumers, it must give preference to the provision of basic water supply and basic sanitation to them” (Van Der Linde and Ferries, 2010... (including sources and distribution systems) is an important step in ensuring the safety of drinking water (Khatri and Vairavamoorthy, 2007). However, in most cities worldwide, there has been years of neglected maintenance to water storage, treatment...

  13. Constant pressure water supply system design and simulation based on PLC control%基于PLC控制的恒压变频调速供水系统设计与仿真

    Institute of Scientific and Technical Information of China (English)

    姜素霞; 闫艳霞; 杨小亮

    2011-01-01

    For the need to build an intelligent building life and fire water supply system, a design was proposed, which was composed of PLC, frequency converter and PID regulator and could achieve AC dual-constant-pressure,dual-frequency-convert close-loop speed governing control. According to water-out pressure and flow rate,the system can provide constant pressure alternating quantity water supply by controlling the speed of motor unit and switchover from variable frequency to power-frequency. Simulation of the above system in MCGS showed that the system has pressure stability, simple structure and good reliability.%针对城市智能楼宇建筑生活及消防供水系统需求,利用PLC,变频器和PID调节器构建交流双恒压双变频闭环调速控制系统.该系统根据供水系统出口处的水压和流量,利用PLC控制变频/工频及电动机泵组的速度和切换,实现了闭环自动调节恒压变量供水.利用MCGS组态软件对该系统进行模拟调试,运行结果表明:该系统可靠性高、扩展性好,动态响应速度快,启动时压力波动小.

  14. 7 CFR 612.6 - Application for water supply forecast service.

    Science.gov (United States)

    2010-01-01

    ... 7 Agriculture 6 2010-01-01 2010-01-01 false Application for water supply forecast service. 612.6... CONSERVATION SERVICE, DEPARTMENT OF AGRICULTURE CONSERVATION OPERATIONS SNOW SURVEYS AND WATER SUPPLY FORECASTS § 612.6 Application for water supply forecast service. Requests for obtaining water supply forecasts...

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

    Science.gov (United States)

    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 improved water supply systems are implemented. Results show that domestic water consumption in liters per capita per day was significantly correlated with water supply pattern and vegetable garden area, and significantly negatively correlated with family size and age of household head. Traditional hygiene habits, use of water appliances, and preference for vegetable gardening remain dominant behaviors in the villages with access to improved water supply. Future studies on rural domestic water consumption should pay more attention to user lifestyles (water appliance usage habits, outdoor water use) and cultural backgrounds (age, education).

  16. Coupling long and short term decisions in the design of urban water supply infrastructure for added reliability and flexibility

    Science.gov (United States)

    Marques, G.; Fraga, C. C. S.; Medellin-Azuara, J.

    2016-12-01

    The expansion and operation of urban water supply systems under growing demands, hydrologic uncertainty and water scarcity requires a strategic combination of supply sources for reliability, reduced costs and improved operational flexibility. The design and operation of such portfolio of water supply sources involves integration of long and short term planning to determine what and when to expand, and how much to use of each supply source accounting for interest rates, economies of scale and hydrologic variability. This research presents an integrated methodology coupling dynamic programming optimization with quadratic programming to optimize the expansion (long term) and operations (short term) of multiple water supply alternatives. Lagrange Multipliers produced by the short-term model provide a signal about the marginal opportunity cost of expansion to the long-term model, in an iterative procedure. A simulation model hosts the water supply infrastructure and hydrologic conditions. Results allow (a) identification of trade offs between cost and reliability of different expansion paths and water use decisions; (b) evaluation of water transfers between urban supply systems; and (c) evaluation of potential gains by reducing water system losses as a portfolio component. The latter is critical in several developing countries where water supply system losses are high and often neglected in favor of more system expansion.

  17. A global perspective on changing sustainable urban water supplies

    Science.gov (United States)

    Darrel Jenerette, G.; Larsen, Larissa

    2006-04-01

    Ensuring the sustainable supply of water for the world's largest cities has been and is a current challenge. Future trends in urban water consumption patterns will be determined by changes in population concentration, per-capita water use, climate, and the proportion of water retained for the production of instream ecosystem services. The objective of our research was to identify patterns of renewable water availability and urban consumption throughout the globe between the years 2000 and 2015. To better understand the interactions between urban consumption and regional availability of renewable water we used a modified ecological footprint (EF) approach. Urban water footprint areas were differentially sensitive to changes in consumption and changes in water availability; our results suggest climate induced reductions in water availability may be more of a concern than population growth or increased per-capita for securing continued supplies of water to large cities. Our results provide a comprehensive description of global urban water demand and highlight the variation between consumption and availability relationships for the 524 largest cities.

  18. Coordination in urban water supply networks using distributed model predictive control

    NARCIS (Netherlands)

    Leirens, S.; Zamora, C.; Negenborn, R.R.; De Schutter, B.

    2010-01-01

    Urban water supply networks are large-scale systems that transport potable water over vast geographical areas to millions of consumers. A safe and efficient operation of these networks is crucial, as without it living in today’s cities would be impossible. To achieve an adequate operation, these net

  19. Life cycle assessment of water supply alternatives in water-receiving areas of the South-to-North Water Diversion Project in China.

    Science.gov (United States)

    Li, Yi; Xiong, Wei; Zhang, Wenlong; Wang, Chao; Wang, Peifang

    2016-02-01

    To alleviate the water shortage in northern China, the Chinese government launched the world's largest water diversion project, the South-to-North Water Diversion Project (SNWDP), which delivers water from water-sufficient southern China to water-deficient northern China. However, an up-to-date study has not been conducted to determine whether the project is a favorable option to augment the water supply from an environmental perspective. The life cycle assessment (LCA) methodology integrated with a freshwater withdrawal category (FWI) was adopted to compare water supply alternatives in the water-receiving areas of the SNWDP, i.e., water diversion, wastewater reclamation and seawater desalination. Beijing, Tianjin, Jinan and Qingdao were studied as representative cities because they are the primary water-receiving areas of the SNWDP. The results revealed that the operation phase played the dominant role in all but one of the life cycle impact categories considered and contributed to more than 70% of their scores. For Beijing and Tianjin, receiving water through the SNWDP is the most sustainable option to augment the water supply. The result can be drawn in all of the water-receiving areas of the middle route of the SNWDP. For Jinan and Qingdao, the most sustainable option is the wastewater reclamation system. The seawater desalination system obtains the highest score of the standard impact indicators in all of the study areas, whereas it is the most favorable water supply option when considering the freshwater withdrawal impact. Although the most sustainable water supply alternative was recommended through an LCA analysis, multi-water resources should be integrated into the region's water supply from the perspective of water sustainability. The results of this study provide a useful recommendation on the management of water resources for China.

  20. Water-supply options in arsenic-affected regions in Cambodia: targeting the bottom income quintiles.

    Science.gov (United States)

    Chamberlain, Jim F; Sabatini, David A

    2014-08-01

    In arsenic-affected regions of Cambodia, rural water committees and planners can choose to promote various arsenic-avoidance and/or arsenic-removal water supply systems. Each of these has different costs of providing water, subsequently born by the consumer in order to be sustainable. On a volumetric basis ($/m3-yr) and of the arsenic-avoidance options considered, small-scale public water supply - e.g., treated water provided to a central tap stand - is the most expensive option on a life-cycle cost basis. Rainwater harvesting, protected hand dug wells, and vendor-supplied water are the cheapest with a normalized present worth value, ranging from $2 to $10 per cubic meter per year of water delivered. Subsidization of capital costs is needed to make even these options affordable to the lowest (Q5) quintile. The range of arsenic-removal systems considered here, using adsorptive media, is competitive with large-scale public water supply and deep tube well systems. Both community level and household-scale systems are in a range that is affordable to the Q4 quintile, though more research and field trials are needed. At a target cost of $5.00/m3, arsenic removal systems will compete with the OpEx costs for most of the arsenic-safe water systems that are currently available. The life-cycle cost approach is a valuable method for comparing alternatives and for assessing current water supply practices as these relate to equity and the ability to pay.

  1. Ultracapacitor-Based Uninterrupted Power Supply System

    Science.gov (United States)

    Eichenberg, Dennis J.

    2011-01-01

    The ultracapacitor-based uninterrupted power supply (UPS) system enhances system reliability; reduces life-of-system, maintenance, and downtime costs; and greatly reduces environmental impact when compared to conventional UPS energy storage systems. This design provides power when required and absorbs power when required to smooth the system load and also has excellent low-temperature performance. The UPS used during hardware tests at Glenn is an efficient, compact, maintenance-free, rack-mount, pure sine-wave inverter unit. The UPS provides a continuous output power up to 1,700 W with a surge rating of 1,870 W for up to one minute at a nominal output voltage of 115 VAC. The ultracapacitor energy storage system tested in conjunction with the UPS is rated at 5.8 F. This is a bank of ten symmetric ultracapacitor modules. Each module is actively balanced using a linear voltage balancing technique in which the cell-to-cell leakage is dependent upon the imbalance of the individual cells. The ultracapacitors are charged by a DC power supply, which can provide up to 300 VDC at 4 A. A constant-voltage, constant-current power supply was selected for this application. The long life of ultracapacitors greatly enhances system reliability, which is significant in critical applications such as medical power systems and space power systems. The energy storage system can usually last longer than the application, given its 20-year life span. This means that the ultracapacitors will probably never need to be replaced and disposed of, whereas batteries require frequent replacement and disposal. The charge-discharge efficiency of rechargeable batteries is approximately 50 percent, and after some hundreds of charges and discharges, they must be replaced. The charge-discharge efficiency of ultracapacitors exceeds 90 percent, and can accept more than a million charges and discharges. Thus, there is a significant energy savings through the efficiency improvement, and there is far less

  2. Game theory competition analysis of reservoir water supply and hydropower generation

    Science.gov (United States)

    Lee, T.

    2013-12-01

    The total installed capacity of the power generation systems in Taiwan is about 41,000 MW. Hydropower is one of the most important renewable energy sources, with hydropower generation capacity of about 4,540 MW. The aim of this research is to analyze competition between water supply and hydropower generation in water-energy systems. The major relationships between water and energy systems include hydropower generation by water, energy consumption for water system operation, and water consumption for energy system. In this research, a game-theoretic Cournot model is formulated to simulate oligopolistic competition between water supply, hydropower generation, and co-fired power generation in water-energy systems. A Nash equilibrium of the competitive market is derived and solved by GAMS with PATH solver. In addition, a case study analyzing the competition among water supply and hydropower generation of De-ji and Ku-Kuan reservoirs, Taipower, Star Energy, and Star-Yuan power companies in central Taiwan is conducted.

  3. The Water Supply and Drainage System Design of the Environmental Protection Building——POLA Art Gallery%POLA美术馆环保型建筑给排水系统设计

    Institute of Scientific and Technical Information of China (English)

    杨熹微; 长谷川严

    2012-01-01

    POLA Art Gallery is an environmental protection building, which has been assessed by comprehensive assessment system for building environmental efficiency ( I. E. CASBEE). It is designed as a green building for two aspects of environmental quality and performance, and reducing the environmental load. In the design of green building, the design of water supply and drainage system is highlight. The system constitutes of supply water of city, rainwater and water inflow, these constitution can be used effectively by comprehensively thinking about their characteristics and in detail design.%POLA美术馆是一座环保型美术馆,显著特征主要表现在,引入综合环境性能评估系统(CASBEE)等评估方法,并从注重品质与性能以及降低负荷两方面进行设计.给排水系统是本工程的特色.给水系统由城市供水、雨水和涌水部分构成,通过综合考虑和仔细设计,发挥各自长处实现水资源的有效利用.

  4. Alfalfa response to irrigation from limited water supplies

    Science.gov (United States)

    A five-year field study (2007-2011) of irrigated alfalfa production with a limited water supply was conducted in southwest Kansas with two years of above-average precipitation, one year of average precipitation, and two years of below-average precipitation. The irrigation treatments were designed to...

  5. Spatial distribution of water supply in the coterminous United States

    Science.gov (United States)

    Thomas C. Brown; Michael T. Hobbins; Jorge A. Ramirez

    2008-01-01

    Available water supply across the contiguous 48 states was estimated as precipitation minus evapotranspiration using data for the period 1953-1994. Precipitation estimates were taken from the Parameter- Elevation Regressions on Independent Slopes Model (PRISM). Evapotranspiration was estimated using two models, the Advection-Aridity model and the Zhang model. The...

  6. Electricity, Gas and Water Supply. Industry Training Monograph No. 4.

    Science.gov (United States)

    Dumbrell, Tom

    Australia's electricity, gas, and water supply industry employs only 0.8% of the nation's workers and employment in the industry has declined by nearly 39% in the last decade. This industry is substantially more dependent on the vocational education and training (VET) sector for skilled graduates than is the total Australian labor market. Despite…

  7. Quality of surface-water supplies in the Triangle area of North Carolina, water year 2008

    Science.gov (United States)

    Giorgino, M.J.; Rasmussen, R.B.; Pfeifle, C.A.

    2012-01-01

    Surface-water supplies are important sources of drinking water for residents in the Triangle area of North Carolina, which is located within the upper Cape Fear and Neuse River Basins. Since 1988, the U.S. Geological Survey and a consortium of governments have tracked water-quality conditions and trends in several of the area's water-supply lakes and streams. This report summarizes data collected through this cooperative effort, known as the Triangle Area Water Supply Monitoring Project, during October 2007 through September 2008. Major findings for this period include:

  8. Study on the Technology of Supplying Water Safely by Long-Distance Pipeline

    Institute of Scientific and Technical Information of China (English)

    CHEN Yanbo; YU Taipin; LIU Junhua; ZHAO Hongbin

    2008-01-01

    The extensively built long-distance water transmission pipelines have become the main water sources for urban areas.To ensure the reliability and safety of the water supply,from the viewpoint of overall management, it would be necessary to establish a system of information management for the pipeline.The monitoring,calculating and analyzing functions of the system serve to give controlling instructions and safe operating rules to the automatic equipment and technician, making sure the resistance coefficient distribution along the pipeline is reasonable;the hydraulic state transition is smooth when operating conditions change or water supply accidents occur,avoiding the damage of water hammer.This paper covered the composition structures of the information management system of long-distance water transmission pipelines and the functions of the subsystems, and finally elaborated on the approaches and steps ofbuilding a mathematics model for the analysis of dynamic hydraulic status.

  9. Isotopic Fingerprint for Phosphorus in Drinking Water Supplies.

    Science.gov (United States)

    Gooddy, Daren C; Lapworth, Dan J; Ascott, Matthew J; Bennett, Sarah A; Heaton, Timothy H E; Surridge, Ben W J

    2015-08-01

    Phosphate dosing of drinking water supplies, coupled with leakage from distribution networks, represents a significant input of phosphorus to the environment. The oxygen isotope composition of phosphate (δ(18)OPO4), a novel stable isotope tracer for phosphorus, offers new opportunities to understand the importance of phosphorus derived from sources such as drinking water. We report the first assessment of δ(18)OPO4 within drinking water supplies. A total of 40 samples from phosphate-dosed distribution networks were analyzed from across England and Wales. In addition, samples of the source orthophosphoric acid used for dosing were also analyzed. Two distinct isotopic signatures for drinking water were identified (average = +13.2 or +19.7‰), primarily determined by δ(18)OPO4 of the source acid (average = +12.4 or +19.7‰). Dependent upon the source acid used, drinking water δ(18)OPO4 appears isotopically distinct from a number of other phosphorus sources. Isotopic offsets from the source acid ranging from -0.9 to +2.8‰ were observed. There was little evidence that equilibrium isotope fractionation dominated within the networks, with offsets from temperature-dependent equilibrium ranging from -4.8 to +4.2‰. While partial equilibrium fractionation may have occurred, kinetic effects associated with microbial uptake of phosphorus or abiotic sorption and dissolution reactions may also contribute to δ(18)OPO4 within drinking water supplies.

  10. Ground