Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/596990
Title: Analysis and design of water distribution network in athivilai village of tamilnadu india
Researcher: Ajitha T T
Guide(s): Viji R
Keywords: Analytical Hierarchy Process
Athivilai Village
Water Distribution Network
University: Anna University
Completed Date: 2024
Abstract: Drinking water is the fundamental element required by all human beings. The water is supplied to all the consumers through a proper water distribution system. Designing the water distribution network (WDN) is a crucial part of the water supply system. In India, there exists an improper supply of water in many regions; therefore, developing a new water distribution network is needed. The Athivilai village of Tamilnadu, India, is the study area for this research since there is an improper water supply due to the growing demands in the summer. The study area has an uneven terrain with elevation ranging from 27 m to 87 m. Due to this high elevation difference, the proper design of the water distribution network is important to attain the required pressure at the junctions. The design of the network must be such that it can supply water with adequate pressure throughout the design period with cost-effectiveness and longer life. Therefore, many researchers have focused on more optimal techniques for the effective design of WDN. This study considered three factors, such as water tank location selection, suitable pipe material selection and pipe failure risk zoning, to obtain an effective design for the new WDN. newlineLocating a water tank in uneven terrain regions is crucial as it affects the pressure distribution and the economical pipe sizes in the water distribution network. This study assessed the water tank location using an Analytical Hierarchy Process (AHP) and Geographical Information System (GIS). Various criteria that influence the tank location, such as population, elevation, slope, distance to the road, and land use land cover were considered for this study. newline
Pagination: xx,170p.
URI: http://hdl.handle.net/10603/596990
Appears in Departments:Faculty of Civil Engineering

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02_prelim_pages.pdf1.41 MBAdobe PDFView/Open
03_contents.pdf339.17 kBAdobe PDFView/Open
04_abstracts.pdf132.9 kBAdobe PDFView/Open
05_chapter1.pdf174.06 kBAdobe PDFView/Open
06_chapter2.pdf216.51 kBAdobe PDFView/Open
07_chapter3.pdf1.67 MBAdobe PDFView/Open
08_chapter4.pdf1.9 MBAdobe PDFView/Open
09_annexures.pdf136.24 kBAdobe PDFView/Open
80_recommendation.pdf112.79 kBAdobe PDFView/Open
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