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1

HORSFIELD, A. "A Senegal Village Water Supply Project." Water and Environment Journal 2, no. 4 (August 1988): 391–98. http://dx.doi.org/10.1111/j.1747-6593.1988.tb01311.x.

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2

Mokry, Loretta, Darrel Andrews, Woody Frossard, Mark Perkins, and Alan H. Plummer. "TEXAS POTABLE WATER SUPPLY: WETLAND WATER REUSE PROJECT." Proceedings of the Water Environment Federation 2005, no. 10 (January 1, 2005): 5577–90. http://dx.doi.org/10.2175/193864705783856875.

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3

Li, Junfeng, and Zhongwen Zhai. "Correlative Study of Accra Water Supply Project." IOP Conference Series: Earth and Environmental Science 631 (January 7, 2021): 012049. http://dx.doi.org/10.1088/1755-1315/631/1/012049.

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4

Pickford, John. "Water supply and sanitation project preparation handbook." Habitat International 9, no. 1 (January 1985): 119–21. http://dx.doi.org/10.1016/0197-3975(85)90042-6.

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5

Gebremedhin, Solomon Haile, and Francois Theron. "Locating community participation in a water supply project—the Galanefhi Water Project (Eritrea)." Anthropology Southern Africa 30, no. 1-2 (January 2007): 20–28. http://dx.doi.org/10.1080/23323256.2007.11499943.

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6

Ishii, K., and T. Katsumata. "Evaluation of water supply project by performance indicators." Journal of Water Supply: Research and Technology-Aqua 56, no. 6-7 (September 2007): 463–67. http://dx.doi.org/10.2166/aqua.2007.022.

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7

GOUDY, AP, and FM LAW. "BOMBAY WATER SUPPLY PROJECT: DEMAND AND RESOURCE PLANNING." Proceedings of the Institution of Civil Engineers 80, no. 4 (August 1986): 945–67. http://dx.doi.org/10.1680/iicep.1986.634.

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8

Tameim, Omer, Asim A. R. Daffalla, Ahmed Babbiker Mohamed, Sadig Abdel Basit, Ahmed A. El Gaddal, Alan Fenwick, and William R. Jobin. "Water Supply Systems in Blue Nile Health Project." Journal of Environmental Engineering 113, no. 6 (December 1987): 1219–33. http://dx.doi.org/10.1061/(asce)0733-9372(1987)113:6(1219).

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9

Galyamina, I. G., and R. A. Almaev. "FEDERAL PROJECT «PURE WATER»: PRIORITIES, MPLEMENTATION CONDITIONS." Vestnik scientific and methodological council in environmental engineering and water management, no. 21 (2021): 22–26. http://dx.doi.org/10.26897/2618-8732-2021-21-22-26.

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Annotation. The article provides a brief description of the state of water supply in Russia (problems, solutions - targeted programs); analysis of the content of the federal project "Pure Water": the goal and indi-cators of improving the quality of drinking water, tasks for the use of promising technologies for water treatment in the modernization (construction) of water supply and water treatment systems. Considered are scientific and methodological support for the substantiation of the technology of purification and disinfection of natural waters with the achievement of target indicators of the quality of drinking water, recommendations for the inventory of centralized water supply systems, the development of regional programs and the selec-tion of objects of municipal districts of the subject of the Russian Federation. By the example of the Republic of Bashkortostan, the participation of the region in the implementation of the federal project is shown.
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10

Harnmeijer, Joanne. "Reflections on a rural water supply project in Zambia." Waterlines 7, no. 1 (July 1988): 19–21. http://dx.doi.org/10.3362/0262-8104.1988.027.

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11

Lariyah, M. S., M. Vikneswaran, B. Hidayah, Z. C. Muda, S. Thiruchelvam, A. K. Abd Isham, and H. Rohani. "Numerical modelling dam break analysis for water supply project." IOP Conference Series: Earth and Environmental Science 16 (June 17, 2013): 012044. http://dx.doi.org/10.1088/1755-1315/16/1/012044.

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12

GOUDY, AP, FM LAW, AN DEANE, W. PHILLIPS, DG JAMIESON, M. MANSELL-MOULLIN, WJF RAY, et al. "BOMBAY WATER SUPPLY PROJECT: DEMAND AND RESOURCE PLANNING. DISCUSSION." Proceedings of the Institution of Civil Engineers 82, no. 4 (August 1987): 1189–202. http://dx.doi.org/10.1680/iicep.1987.226.

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13

Rapp, S., and F. W. Günthert. "Benchmarking for water supply services focussing administration." Water Supply 4, no. 5-6 (December 1, 2004): 173–80. http://dx.doi.org/10.2166/ws.2004.0106.

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In the discussion of fees for water supply services, companies are increasingly searching for effective measures to improve their economic management. Benchmarking is a management tool to identify room for improvement in undertakings. Focussing the processes in a water supply service can show measures to enhance the company's activities. A pilot project at the University of the Federal Armed Forces Munich was started in 2001 to test the method of Process-Benchmarking with two German water supply services. Therefore a system methodology was designed for water supply services with drinking water dams. Afterwards the systematic was successfully tested by implementing the companies' data. The administration of these undertakings was especially focussed in this project because it is a very large part of a company in respect to the employees and the amount of the expenses and its work has effects on all other parts. Room for improvements could be found for both water supply services and measures were designed to be implemented. The analysis of the administration in the described project was beneficial to raise the companies' efficiency. It showed that this method can be useful and is important for any other field of activity, too.
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14

Ma, Jigang, Haofang Wang, Libin Zhao, and Song Wei. "Study on water resources optimal regulation of inter-basin water transfer project." MATEC Web of Conferences 246 (2018): 01006. http://dx.doi.org/10.1051/matecconf/201824601006.

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Water resources optimal regulation is an important means to mitigate the shortage of water resources and promote social and economic sustainable development in regions or watershed. With the rapid development of urban population and industrial and agricultural production in recent years, the shortage of water is becoming more and more serious in Jiaodong area. The four regions with serious water shortage including Weifang, Qingdao, Yantai and Weihai in Jiaodong area are the typical research areas. In combination with the water transfer project of Yellow river to Qingdao and the south-to-north water transfer project, the water diversion is carried out to alleviate the contradiction between water supply and demand of Jiaodong area. The year of 2014 deemed as the base year and the years of 2020 and 2025 are the planning years. Based on the supply and demand analysis of water resources, an optimal regulation model is built with the minimum total water shortage considering the constraints of water supply capacity of project, water distribution capacity and minimum water supply of bleeds and so on. The optimal regulation schemes are obtained by solution model using MATLAB programming. The results show that water shortage rate of the four cities decreases significantly in annual regulation. For different planning years, guarantee rate of 50%, 75% and 95%,the total water shortage rate will be reduced by 15.35%、15.75% and 16.85% respectively in 2020, and in 2025the total water shortage rate will be reduced by 13.27%、13.26% and 14.19% respectively. Therefore the water resources optimal regulation of inter-basin water transfer project can effectively mitigate water scarcity and the contradiction between water supply and demand in Jiaodong area.
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15

Broome, Ken, Paula Dye, and Philip Waller. "Innovative Reclaimed Water Reuse to Provide Potable Water Supply Downstream Augmentation Project." Proceedings of the Water Environment Federation 2006, no. 12 (January 1, 2006): 1006–7. http://dx.doi.org/10.2175/193864706783749774.

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16

Choi, Youngje, Jaehwang Ahn, Jungwon Ji, Eunkyung Lee, and Jaeeung Yi. "Effects of Inter-Basin Water Transfer Project Operation for Emergency Water Supply." Water Resources Management 34, no. 8 (June 2020): 2535–48. http://dx.doi.org/10.1007/s11269-020-02574-9.

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17

Borisova, Tatiana, Matthew Cutillo, Kate Beggs, and Krystle Hoenstine. "Addressing the Scarcity of Traditional Water Sources through Investments in Alternative Water Supplies: Case Study from Florida." Water 12, no. 8 (July 23, 2020): 2089. http://dx.doi.org/10.3390/w12082089.

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This paper examines the capital costs for alternative water supply projects in Florida, the third most populous state in the United States. The increasing scarcity of fresh groundwater in Florida has led to investments in alternative water supply sources, including brackish groundwater, surface water capture and storage, reclaimed water, and stormwater. Expenditures to meet the growing water demand for the 20-year planning horizon are estimated using water demand projections and existing supply estimates from Florida’s five water management districts. In the regions where demand projections exceed the existing supply, the districts are required to identify project options to meet the growing water demand while protecting the natural systems. This study uses the database of 645 projects implemented in the past or considered for the future. The Ordinary Least Squares regression model shows that project implementation costs depend on project capacity, type, implementation status, and implementation region. Given the most common project types and project sizes, the total investments to meet the state’s future water demand could reach almost $2 billion in the next 20 years. The expenditures necessitate more cost-effective options (such as expanding stormwater use and water conservation).
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18

Xu, Hang, and Peng Tao Zhao. "Evaluation Research of Rural Potable Water Supply Project Construction in Shaoxing." Advanced Materials Research 955-959 (June 2014): 3427–31. http://dx.doi.org/10.4028/www.scientific.net/amr.955-959.3427.

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Shaoxing has used three water supply models, i.e. urban water supply network extension, township water factory centralized water supply, and mountain area scattered independent water supply, to improve the drinking water conditions for its 2.075 million rural dwellers. Nevertheless, there still exist problems in its water supply systems, such as difficulties in protecting water sources, small and scattered operating entities, and uneven water supply facilities and water qualities. This dissertation therefore brings forward countermeasures such as optimizing project planning and layout, implementing standardized renovation and improvement, practicing the most stringent water resources protection system, and establishing and improving the management system and testing network.
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19

Ayadi, D. P., A. Rai, and A. Pandey. "Promoting equitable water distribution system from Melamchi Water Supply Project in Kathmandu Valley." Water Supply 20, no. 8 (August 26, 2020): 2964–70. http://dx.doi.org/10.2166/ws.2020.202.

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Abstract The effective and efficient supply of drinking water resources are key to its long-term use and access. In recent decades, the population of Kathmandu Valley has exploded owing to several factors. The water supply system here has also undergone remarkable changes and efforts have been made to enhance its equitable distribution. The major effort, of course, is the Melamchi Water Supply Project (MWSP). As the project approaches completion of its first phase, we would like to point out several key issues for the water distribution system here and express our opinions on promoting equitable water distribution. For this we conducted a thorough literature review and found that improvement in the water distribution network and water tariff in the valley, along with promotion of alternative mitigation options, are the focal issues for promoting an equitable water distribution system in Kathmandu Valley.
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20

Guo, Rui, and Sheng Le Cao. "Study on Calculation Methods of Agricultural Water Supply Cost in the Plain Irrigation Area of the Yellow River." Applied Mechanics and Materials 212-213 (October 2012): 498–501. http://dx.doi.org/10.4028/www.scientific.net/amm.212-213.498.

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Scientific and reasonable water price is the foundation of beneficial operation of water supply project, and water pricing is on the basis of per cubic meter water supply cost. According to characteristics of water supply project in the plain irrigation area of the Yellow River, a research on calculation methods of agricultural water supply cost is made. Calculation formulas of project lines are put forward and an example was given.
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21

Shan, Jun, Jin Xia Tian, Jian Lue, and Qi Si. "Discussion on the Using of TQC Theory in Project Management in Water Supply Engineering." Applied Mechanics and Materials 448-453 (October 2013): 4590–93. http://dx.doi.org/10.4028/www.scientific.net/amm.448-453.4590.

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The number of study about TQC theory in the project planning and construction period is more than project operation period. Taking the water supply project as an example, in the operation period of the project management mainly relates to the technical management and system management, and take advantage of facilities management theory , discussed water supply project in how to apply the theory of project management. In order to improve China's management level in water supply engineering.
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22

Chen, Boris Po-Tsang, and Chang-Shian Chen. "Feasibility Assessment of a Water Supply Reliability Index for Water Resources Project Planning and Evaluation." Water 11, no. 10 (September 23, 2019): 1977. http://dx.doi.org/10.3390/w11101977.

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In order to estimate water supply potential, the effects of shortages on water users, and the uncertainty of local headspring conditions during the planning stage of reservoir construction, the Shortage Index (SI) is often employed. However, the criterion used in the SI is difficult to adjust to satisfy local conditions and objectives. The SI also employs an ambiguous definition of value. Thus, this study adopted a water supply reliability index (WSRI) as an alternative to the SI for providing the criterion for water resources project planning. The value of the WSRI is easily understood, because it is defined according to the real water supply situation and it has a strong linear relationship with values of SI. For any given water supply system, the estimated results derived from this study could serve as an additional remark on different SI values to explain the relevant water supply considerations. In addition, for a new planning site, the estimated results of this study could provide another way for engineers to evaluate the maximum water supply capability. Consequently, an interesting avenue of investigation in future research would be the incorporation of the WSRI with the risk of deficit frequency in establishing an efficient and transparent bottom-up approach for water resources management, involving all the relevant stakeholders.
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23

Wei, Duan. "Beijing water resources and the south to north water diversion project." Canadian Journal of Civil Engineering 32, no. 1 (February 1, 2005): 159–63. http://dx.doi.org/10.1139/l04-113.

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Beijing is located in a semiarid region, and water shortage is a common problem in the city. Along with the rapid increase in water demand, due to fast socioeconomic development and an increase in population, a shortage of water resources and a deterioration of the water environment have become obstacles to sustainable socioeconomic development in Beijing. In the long run, sustainable water resources management, water conservation, and completion of the south to north water diversion project will solve the problem. This paper introduces the water resources situation in Beijing; analyzes future water demand; and discusses the actions of water saving, nontraditional water resources exploitation, wetland construction, and water environment protection. The paper also explains the importance of the south to north water diversion project and the general layout of the water supply strategy, water distribution system, and methods to efficiently use the diverted water in Beijing.Key words: water resources, water supply, water saving, water recycling, water diversion.
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24

Noaman, A., and A. W. Al-Sharjabe. "Efficient management of municipal water: water scarcity in Taiz City, Yemen – issues and options." Proceedings of the International Association of Hydrological Sciences 366 (April 10, 2015): 186. http://dx.doi.org/10.5194/piahs-366-186-2015.

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Abstract. The city of Taiz is the third largest city in Yemen, located about 250 km south of Sana'a and about 90 km inland from the Red Sea. Taiz is situated on the foothills and slopes of the Jabal Saber Mountain at elevations between 1100 and 1600 m a.s.l. Its population is rapidly increasing and is expected to grow from about 580 000 in 2012 to over 1 000 000 in 2020. Water supply is the most pressing problem in the city of Taiz today due to the significant shortages of supply (the average consumption is 23 L/d) caused by the depletion of existing water resources and the lack of a clear direction in dealing with the problem. This forces frequent service interruptions (30–40 days) and the service is rarely extended to new users (only 57% of the population are covered). Sanitation is another daunting problem. The (poorly maintained) sewerage network covers only 44% of the population. In several unsewered areas to the north, east and west of the city, raw sewage is disposed of directly into wadis, which causes a health hazard and threatens to contaminate groundwater resources. The proper computation of demand and supply is based on the various fields. It was performed under this study with a particular model: the Water Evaluation and Planning System (WEAP) developed by the Stockholm Environment Institute (SEI). WEAP is supported by a geographical information system (GIS). The available and relevant data on poverty and social indicators, water use and sources, surface runoff, surface and groundwater availability, groundwater depletion and management, crop production areas, soil cover, maps, and meteorological information were gathered from a number of sources. There are only two ways to decrease the water deficit: by increasing water supply or decreasing the water demand. Any adaptation project aims at one of the two. Six projects are proposed, with three in each category (1, 2 and 3 to decrease demand, and 4, 5 and 6 to increase supply): − Project 1: Improvement of irrigation methods − Project 2: Improvement of the water distribution network in Taiz City − Project 3: Water re-use − Project 4: Water harvesting − Project 5: Brackish water treatment − Project 6: Desalinization of sea water
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25

Dutta Roy, K., B. Thakur, T. S. Konar, and S. N. Chakrabarty. "Rapid evaluation of water supply project feasibility in Kolkata, India." Drinking Water Engineering and Science 3, no. 1 (March 31, 2010): 29–42. http://dx.doi.org/10.5194/dwes-3-29-2010.

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Abstract. 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.
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26

Dutta Roy, K., B. Thakur, T. S. Konar, and S. N. Chakrabarty. "Rapid evaluation of water supply project feasibility in Kolkata, India." Drinking Water Engineering and Science Discussions 3, no. 1 (January 22, 2010): 65–105. http://dx.doi.org/10.5194/dwesd-3-65-2010.

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Abstract. 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.
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27

Honkalaskar, V. H., M. Sohoni, and U. V. Bhandarkar. "A participatory decision making process for community-level water supply." Water Policy 16, no. 1 (September 4, 2013): 39–61. http://dx.doi.org/10.2166/wp.2013.113.

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This paper describes outcomes of a 3-year participatory action research project which involved community-level decision making to choose between various technologies to supply domestic water to a tribal village. Six technology alternatives were considered, which were ranked by adopting the analytical hierarchy process (AHP). At each stage, starting from project identification to project synthesis, people's participation was sought in a true sense. This required design of novel strategies embedded in local culture, values, and language. The overall process yielded a participatory decision making method for a community, which would uphold people's involvement, a sense of ownership, and control at each step, which is required for the successful implementation and sustainable operation of the project.
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28

Dutta Roy, K., B. Thakur, T. S. Konar, and S. N. Chakrabarty. "Water supply project feasibilities in fringe areas of Kolkata, India." Drinking Water Engineering and Science 4, no. 1 (January 17, 2011): 9–23. http://dx.doi.org/10.5194/dwes-4-9-2011.

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Abstract. 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.
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29

Dutta Roy, K., B. Thakur, T. S. Konar, and S. N. Chakrabarty. "Water supply project feasibilities in fringe areas of Kolkata, India." Drinking Water Engineering and Science Discussions 3, no. 2 (September 22, 2010): 199–249. http://dx.doi.org/10.5194/dwesd-3-199-2010.

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Abstract. 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.
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30

Rest, Matthäus. "Dreaming of pipes: Kathmandu’s long-delayed Melamchi Water Supply Project." Environment and Planning C: Politics and Space 37, no. 7 (August 30, 2018): 1198–216. http://dx.doi.org/10.1177/2399654418794015.

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31

Khadka, Ram B., and Anil B. Khanal. "Environmental management plan (EMP) for Melamchi water supply project, Nepal." Environmental Monitoring and Assessment 146, no. 1-3 (December 22, 2007): 225–34. http://dx.doi.org/10.1007/s10661-007-0074-8.

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32

PONÇANO, Vera Maria Lopes. "WATER SUPPLY AND SANITATION NETWORK – CREATION AND ACTIVITIES." Periódico Tchê Química 14, no. 27 (January 20, 2017): 139–45. http://dx.doi.org/10.52571/ptq.v14.n27.2017.139_periodico27_pgs_139_145.pdf.

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RESAG, the Water Supply and Sanitation Network - RESAG has been created under the scope of the Brazilian Technology System SIBRATEC – Technological Services. In this first stage, its operation has the support of the project "Improvement of the Laboratory Capability in the area of Quality, Sanitation and Water Supply", as approved by FINEP on April 13, 2011. In this project, the objectives are directed towards the development of a set of actions structured in subprojects intended to improve the provision of technological services offered by the 37 laboratories integrating the network, derived from ten (10) Brazilian States of the country, aiming to meet market demands of micro-, small- and medium-companies in themes such as: interlaboratory programs, reference materials, training, accreditation, technical competence, calibration and materials for sanitation and water distribution .
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33

Cabrera, E., F. Arregui, R. Cobacho, and O. Trull. "Practical application of metric benchmarking in water supply systems." Water Supply 2, no. 4 (September 1, 2002): 173–80. http://dx.doi.org/10.2166/ws.2002.0135.

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Metric benchmarking has been widely quoted as a powerful management tool. However, as useful as metric benchmarking can prove, its actual application may present several inconveniences. These include internal resistance to the project, difficulties in finding a suitable partner, finding an appropriate set of indicators, actual data management and results analysis. This paper will present general guidelines to carry out a metric benchmarking project within the water industry, as well as some tools that may be used to overcome some of these difficulties.
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34

Ruijmschoot, Adriaan Martin. "Improving resilience of Cagayan de Oro's water supply to flooding." Water Practice and Technology 15, no. 3 (June 16, 2020): 619–25. http://dx.doi.org/10.2166/wpt.2020.052.

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Abstract The ‘Ridge to Coast, Rain to Tap’ (R2CR2T) project aims to address several identified factors in order to reduce flood vulnerability and improve the resilience of the water supply in Cagayan de Oro, Philippines. The project, which started on 1st January 2018, has adopted an integrated approach, working both directly on the water supply infrastructure and at a systemic level in the river basin. Through capacity development, investments and technical assistance, the project will provide a strong boost to improve the operations of the Cagayan de Oro Water District (COWD). Water supply coverage, sanitation services and disaster risk reduction are being expanded to up to 7,000 previously unserved households in relocation areas, primarily inhabited by people who lost their homes in the 2011 Sendong flood. In the upstream Cagayan de Oro River Basin (CDORB), several pilot reforestation interventions are being implemented in partnership with local Indigenous Peoples (IP) communities to demonstrate effective and sustainable ways for addressing the causes of flooding. The project aims to contribute to an enabling environment in which public and private stakeholders in CDO and Bukidnon Province cooperate towards flood risk reduction. The R2CR2T project is a Public-Private Partnership including partners Cagayan de Oro Water District, VEI, FITC, Unifrutti Tropical Philippines Inc, Cagayan de Oro River Basin Management Council, Hineleban Foundation, Bukidnon Indigenous Peoples Advisory Council, Wetlands International, Philippines Red Cross and Netherlands Red Cross. The R2CR2T project is 49% co-funded by the Netherlands Ministry of Foreign Affairs, and administered by the Netherlands Enterprise Agency (RVO) through the Sustainable Water Fund.
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35

Kim, Jae-Bog. "Evolution of Water supply system! Smart Water Management for customer - Smart Water City Pilot Project -." Journal of the Korean Society of Water and Wastewater 29, no. 4 (August 31, 2015): 511–17. http://dx.doi.org/10.11001/jksww.2015.29.4.511.

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36

Wei, Xingya. "Research on the selection of pipe materials for water supply and drainage." E3S Web of Conferences 236 (2021): 02031. http://dx.doi.org/10.1051/e3sconf/202123602031.

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Municipal water supply and drainage project is one of the infrastructures that affects the planning of modern city construction. Therefore, it is required that the municipal water supply and drainage project can achieve economic, social and ecological benefits. As one of the basic elements of engineering project, the quality, performance and price of pipe materials have become a common concern in engineering construction. With the continuous development of modern science and technology, the type of water supply and drainage pipe has increased significantly. This paper briefly analyzes the properties, advantages and disadvantages, and application of common water supply and drainage pipes, hoping to provide some reference and help for the selection of pipe materials.
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37

Timilsena, Narayan. "Users’ Satisfaction with Domestic Water Supply in Nepal – A Study in Lekhnath Small Town Water Supply and Sanitation Project." Technical Journal 2, no. 1 (November 11, 2020): 135–48. http://dx.doi.org/10.3126/tj.v2i1.32851.

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Water Supply and Sanitation has been a priority of Government of Nepal. Various types of urban and rural water supply and sanitation projects are now being implemented within the Government, private and NGO sectors. The normal practice of measurement of satisfaction by service providers is to measure consumers’ satisfaction on past performance. The survey design could vary from survey questions to unstructured interviews and everything in between using comparative and non-comparative scales. In comparative scaling, the respondents are asked to compare one product against the other while non-comparative scaling is used to evaluate a single product. In this study, Likert Scales is used in this study for measurement of customer satisfaction on water supply. The higher level of satisfaction with water supply is expected to be positively related to several factors such as satisfaction with water quality, and other parameters such as hours and timings of water supply, tap pressure, quantity of water supplied, responsiveness and communication of management and water tariff. The respondents’ level of satisfaction indicates that about 41 percent of respondents were neutral, they were neither satisfied nor dissatisfied with water services, while about 36 percent of respondents were satisfied with water services. The satisfaction scale of overall satisfaction with water services was 3.29 while 1.0 indicates strongly not satisfied while 5.0 indicate strongly satisfied. The various aspects that influence satisfaction among users which include hours and timings of water supply, tap pressure, quantity of water supplied, responsiveness and communication of management and water tariff as well as redresses of customer complaints have been examined. This study focused on the users’ satisfaction of Lekhnath small town water supply and sanitation project and the study was undertaken to analyze the current users’ satisfaction of the Lekhnath small town water supply and sanitation project. The result showed that the satisfaction level of users’ is above neutral but these were not in satisfying level. The characteristics/aspects of the service that contributed to users’ satisfaction including hours and timing, pressure, quantity and quality of water while there was slightly less satisfaction with regard to complaints about water supply.
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38

Mathur, Shishir. "Public-private partnership for municipal water supply in developing countries: Lessons from Karnataka, India, Urban Water Supply Improvement Project." Cities 68 (August 2017): 56–62. http://dx.doi.org/10.1016/j.cities.2017.05.007.

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39

She, David. "A Regional Social, Environmental and Economic Lifeline The Lake Gaston Water Supply Project." MATEC Web of Conferences 246 (2018): 01102. http://dx.doi.org/10.1051/matecconf/201824601102.

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Proactive water supply planning utilizes demand management strategies to promote the viability of future water supply. The Hampton Roads Region recognizes the importance of demand management and development efforts in water supply planning and also understands that it is crucial for the region to conserve local water resources and minimize both current and future water demands. Based on the water resource studies, the Hampton Roads Region is pursuing programs and projects to meet long-term needs while providing interim and drought-related solutions. Incorporating water demand management practices both in the long and short term is a necessary component to extend the useful life of the regional water supply. The Lake Gaston Water Supply Project is one of the most critical long-distance water supply pipeline projects in the region. It brings water from other watersheds and provides high quality, reliable fresh water to the Hampton Roads area. It has a positive and profound effect on the region’s social, environmental, and economic impacts.
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40

Sandhyavitri, Ari. "Risk Analyses for Riau Regional Water Supply Projects (SPAM), Indonesia." Applied Mechanics and Materials 776 (July 2015): 127–32. http://dx.doi.org/10.4028/www.scientific.net/amm.776.127.

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This paper investigated to what extend risk analyses may play its role in the development of feasibility study of Riau regional water supply projects (regional SPAM). This SPAM services coverage area may cover 4 (four) regions in Riau province such as; Rokan Hulu regency, Rokan Hilir, Bengkalis and Dumai. The capacity of this SPAM is 500 l/second. Total financing required for development of this SPAM was approximately Rp. 344 billion. Project finance will be obtained from budget sharing scheme from APBN (Rp. 140 billion or 41%), APBD (Rp. 62 billion or 18%), and the private sector (Rp. 141 billion or 41%). Three stages of risk analyses have been applied in this paper, such as; (i) risk identification, (ii) risk assessment, and (iii) risk mitigation. Based on the simulation result, it was identified that the initial project NPV was in the rage of-Rp. 6.68 billion up to Rp. 18.01 billion. The mean value of the projected NPV was Rp. 6.27 billion. This project is considered to be risky to proceed, as there is 90% probability the projected NPV < Rp. 0. After risk mitigation procedure will be applied, there is a mean value of the project NPV is Rp. 9.9 billion (increase by 30% from the initial NPV). Four significant risk variables affected NPV performance are identified as follow; (i) engineering cost for constructing water treatment plant and facilities, (ii) cost of pipelines installation and accessories, (ii) electricity costs, and (iv) chemical cost expenditure. A reduction of technical uncertainties including design changes; redundant of engineering risk costs, introduction of energy efficient technology during project operation may reduce electricity and chemical costs. Hence, based on the simulation results, it is confirmed that, the risk analyses procedure may improve regional SPAM regional technical and economy performances (e.i. NPV parameters).
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41

Elias, J. M., E. Salati Filho, and E. Salati. "Performance of constructed wetland system for public water supply." Water Science and Technology 44, no. 11-12 (December 1, 2001): 579–84. http://dx.doi.org/10.2166/wst.2001.0883.

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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.
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42

Bakkoury, Zohra, Driss Ouazar, and Godfrey Walters. "EVAPRO: economic and financial evaluation of water supply projects." Journal of Hydroinformatics 6, no. 2 (March 1, 2004): 109–21. http://dx.doi.org/10.2166/hydro.2004.0010.

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The present paper describes a computer-based system for water supply project appraisal called EVAPRO, standing for EVAluation of water PROjects. The aim of EVAPRO is to facilitate economic and financial assessment of water supply projects under different investment and operating scenarios, and changes to initial system configuration. The software consists of automating the feasibility study of water projects using information about population and water demand forecasts, potential water resources, investment decisions, financial resources and water pricing policy. It embodies a set of tools, including linear programming techniques, numerical methods and financial calculations, and combines operational optimization with financial analysis to assess the feasibility of water supply projects.The software is intended for water production and distribution agencies and aims to assist engineers and decision-makers in water supply project evaluation and feasibility assessment.
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43

Xu, Xiao Ling, Xu Feng Liang, Xiu Juan Liang, and Chang Lai Xiao. "Analysis on Water Resources Supply and Demand Balance of Rural Land Remediation Project in Baishan City, Jilin Province." Applied Mechanics and Materials 295-298 (February 2013): 2132–37. http://dx.doi.org/10.4028/www.scientific.net/amm.295-298.2132.

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Water resources are an important influence factor of land remediation. As support of food production, analysis of water resources supply and demand balance is an important part and technical support of the construction. According to some relevant calculation formulas on water resources assessment, after forecast of water demand and the calculation of water supply, in the project area of the demonstration construction of whole rural land remediation in Baishan City, the average water availability for many years is 8990.1 thousand m3 each year, in which surface water availability is 7210.6 thousand m3, groundwater availability is 1579.4 thousand m3. Water demand is 5552.4 thousand m3 in 2015, in which water demand for life 4165.2 thousand m3; water demand for agricultural irrigation is 1387.2 thousand m3. Water supply is more than water demand; the results show that there is a slight surplus of water resources in the region. The basic supply-demand balance can be achieved in conditions of the design of water supply project in the project area.
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44

Azhar, Muhammad Usman, Hui Zhou, Fanjie Yang, Adnan Younis, Xinjing Lu, Houguo Fang, and Yijun Geng. "Water-induced softening behavior of clay-rich sandstone in Lanzhou Water Supply Project, China." Journal of Rock Mechanics and Geotechnical Engineering 12, no. 3 (June 2020): 557–70. http://dx.doi.org/10.1016/j.jrmge.2019.07.017.

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45

Reweta, Wande S. J., and Rajan K. Sampath. "Sustainability of a Water Supply System: The Case of Hai Water Project in Tanzania." International Journal of Water Resources Development 14, no. 2 (June 1998): 249–70. http://dx.doi.org/10.1080/07900629849439.

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46

Gulbahar, Necati. "Planning and Design Principles of Transmission Line in Water Supply Project." International Journal of Engineering Technologies, IJET 2, no. 1 (March 23, 2016): 22. http://dx.doi.org/10.19072/ijet.75015.

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47

Ratnayake, N., N. Prashanthini, and S. M. Leony. "Impact Evaluation Study of a Rural Water Supply & Sanitation Project." Engineer: Journal of the Institution of Engineers, Sri Lanka 39, no. 2 (April 20, 2006): 25. http://dx.doi.org/10.4038/engineer.v39i2.7183.

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48

Traves, W. H., E. A. Gardner, B. Dennien, and D. Spiller. "Towards indirect potable reuse in South East Queensland." Water Science and Technology 58, no. 1 (July 1, 2008): 153–61. http://dx.doi.org/10.2166/wst.2008.635.

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Faced with limited water supply options in the longer term and the worst drought on record in the short term, the Queensland Government is constructing the Western Corridor Recycled Water Project which will supply up to 182 ML/day of purified recycled water for industrial and potable purposes. The project is one of a suite of capital works projects in progress which in the longer term will supply up to 10% of the region's potable water supply.
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49

Rose, J. E. "The Management Component of the Kafr El Sheikh Water Supply Project, Egypt." Water Science and Technology 27, no. 9 (May 1, 1993): 29–36. http://dx.doi.org/10.2166/wst.1993.0175.

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The Kafr El Sheikh Water Supply Project is a comprehensive endeavour to provide the physical and institutional resources for an effective and sustainable water supply system for 2 million persons in a developing rural Governorate in the Delta region of Egypt. The paper describes the aims of the Management Component, the institutional development of an integrated water supply and sewerage company and the main activities to-date. These include training, operational improvements, health education and finance development. Further support is required until all engineering and institutional development work has been completed.
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50

Emmert, M., and A. Schneck. "Optimisation of water extraction considering water demands of water supply, agriculture and ecology." Water Supply 3, no. 3 (June 1, 2003): 289–95. http://dx.doi.org/10.2166/ws.2003.0038.

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For drinking water supply in the Donauried area (52 km2) approximately 950 l/s groundwater are abstracted from 6 catchment plants with 220 wells. In the Donauried also intensive farming and several natural parks with valuable but drained lower moors are located so that many conflicts have arisen around the water. In a joint research project the goal is to manage the 6 plants' water demands, hydrology and season to achieve a water-optimum for each party. That is to have enough water for water supply, to guarantee farming without affecting groundwater quality and to rewet the lower moors. This task is solved by developing an optimisation algorithm that is based on a numerical groundwater flow model taking into account the water demands of all parties.
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