Mehta, D., Yadav, V., Prajapati, K., Waikhom, S.: Design of optimal water distribution systems using WaterGEMS: a case study of Surat city. Sonaje, N.P., Joshi, M.G.: A review of modeling and application of water distribution networks (WDN). 89, 1404–1411 (2014)Īgunwamba, J.C., Ekwule, O.R., Nnaji, C.C.: Performance evaluation of a municipal water distribution system using waterCAD and Epanet. Georgescu, A.M., et al.: Estimation of the efficiency for variable speed pumps in EPANET compared with experimental data. Masum, M.H., Ahmed, N., Pal, S.K.: Water distribution system modeling by using Epanet 2.
Kawathe, L.N., Thorvat, A.R.: Analysis and design of continuous water distribution system against existing intermittent distribution system for selected area in Pandharpur, M.S., INDIA. According to the findings, as the population grows from 2020 to 2050, demand, flow, head loss gradient, and pressure development all increases.
This research is being done for the years 2020, 2030, 2040, and 2050. This software also reveals the crucial locations in the study area with an explanation of its causes and also its impacts on various aspects of life. The WATERGEMS software preforms the analysis on flow of water in each pipe, height of the water in each tank, maximization of water flow velocity and also the pressure at each node during simulation. This paper will investigate the operation of Narangi village’s water distribution system in Maharashtra using Bentley WATERGEMS software. This leads to damage and leakages in the existing pipelines and also requires additional pipelines to meet the demand. Due to rapid urbanisation the demand for water supply and the pressure to deliver them increases. Water distribution system are designed in such a manner that at minimal cost the demand is fulfilled at adequate pressure supplies.
The water distribution system ensures that the water is been supplied from distribution centre to end consumer. The water distribution network for portable water supply is necessary for a well-planned city.
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