Simulation of Pipe Networks Using EPANET to Optimize Water Supply: A Case Study for Arjawinangun Area, Indonesia
Wahyudi S.I., Soedarsono, Safitri A.
Abstract
In providing clean water services to a community, a clean water supply distribution network system is very important. This study is aimed at the determination of the distribution pipe network by simulating and optimizing the water supply system in the Arjawinangun area, Cirebon, West Java, Indonesia. The data collected was analyzed by using EPANET 2.0 software for modelling water distribution systems. The results show that the total domestic and non-domestic water demand is 391.41 l/s, with a leakage rate of 20%. The pipeline installation plan for the Arjawinangun area is planned to be installed for a length of 23,045 m, with pipe diameters ranging from 400 to 90 mm. The Arjawinangun Area O take Reservoir drainage system, which is at an elevation of +25 m above sea level, requires a distribution pump with a head (H) of 6.0 bar. Also, using the gravity distribution technique, a water tower can be built (~ 55 m) as a water supply booster pump.
The clean water distribution network system for the freshwater PDAM, Central Aceh Regency
Azmeri A., Syamsidik S., Zamzami Z.
Sistem penyediaan dan distribusi air bersih di Desa Tlogoagung, Kecamatan Kembangbahu, Kabupaten Lamongan dengan EPANET 2.0
Affandy N.A., Wahyuni I.
No Title
Triatmodjo B.
Perencanaan dan kajian teknis sistem perpipaan air bersih di Desa Kenderan-Gianyar
Sukadana I.G.K.
Plugin prototyping for the EPANET software
Housh M., Salomons E., Sela L.
No Title
Rossman L.A.
No Title
Rosadi M.I.
No Title
No Title
No Title
Kulmedov B., Achobe L.A.
Water Resources Management
Tshering D., Sharma V., Tamang P., Tenzin R.Y.
Archives of Hydroengineering and Environmental Mechanics
