Simulation of Existing Water Distribution Network by using Epanet: A Case Study of Surat City

Kakadiya Shital, S.S.A.S.I.T, Surat, Gujarat, India; Mavani Krunali ,S.S.A.S.I.T, Surat, Gujarat,India; Darshan Mehta ,S.S.A.S.I.T, Surat, Gujarat,India; Vipin Yadav, GEC, Rajkot, Gujarat, India

Elevation, EPANET 2.0, Nodes, Pipe Network, Pressure, Water Supply

Water is the basic need of all living being of world. Demand of water is increase day by day. Water supply system is a system of engineered hydraulic and components which provide water supply. For the development of nation, water distribution network are very important for development of an area as they serve many purposes in addition to provision of water for human consumption. The water distribution network plays a virtual role in preserving and providing desirable life quality to the public, of which reliability of supply is the major component. It is difficult to provide safe water to the rural people in sufficient quantity, quality and at satisfactory pressure head with achieving economy constraint. EPANET software is used to design and analyze the multi village supply system with reference to technical sustainability. EPANET is computer program that performs extended period simulation of hydraulic behavior within pressurized pipe network. The study presents the hydraulic analysis of pipe line network of Punagam area near Surat city using EPANET 2.0. The area has 600.83 Ha area and 2, 22,252 Population (2016). Source supplies water to city by 109 junction having 144 Pipes divided in two different zones. The water from this source is taken via network of pipes to the GSR (Ground Services Reservoir) across the area. The water from these GSR is then pumped to the Adjacent ESRs (Elevated Storage Reservoirs) during the supply hours and water is supply to the area by gravity. Simulation has been carried out for hydraulic parameter such as had pressure and flow rate. The result obtained verified that the pressure at all junction and the flows with their velocities at all pipes are feasible enough to provide adequate water to the network of study area. The findings will help to understand the pipelines system of the study area in a better way. The study also deals with the future demand of the area.
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Paper ID: GRDCF001038
Published in: Conference : Recent Advances in Civil Engineering for Global Sustainability (RACEGS-2016)
Page(s): 184 - 192