Mohammad Bisri, Dian Sisinggih, Wahyu Dwi Putra
In this study a network model was constructed for the hydraulic analysis and design of a small community (Kedungkandang District) water distribution network in East Java Province of Indonesia by using Water cad simulator. The analysis included a review of pressures, velocities and head loss gradients under steady state average day need. The clean water availability in the location study is 560 l/s, however the local society that is 23,213 consumers can only use in amount of 116 l/s. The assessment of existing condition due to the pipe hydraulic condition and the development of capacity network increasing are carried out by using the program of Water cad vs. XM Edition. The development condition consists of 27,284 populations. Result indicates that the average discharge need is 41.763 l/s, however in the peak hour need there is needed 65.150 l/s on 2031. The water pressure in the development area is 2.3 atm on 06.00 am. © 2018 IAEME Publication.
Department of Water Resources, Faculty of Engineering, University of Brawijaya, Malang, Indonesia
