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Perencanaan Jaringan Pipa Pembawa Untuk Memenuhi Kebutuhan Air Bersih Desa Purwosekar, Kabupaten Malang, Jawa Timur Sulistyani, Kiki Frida; Irianto , Danang Bimo; Imanda , Yulia Liliyosari
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 7 (2024): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Purwosekar village does not have an effective clean water distribution system. Sumber Jenon is located about 3.1km from Purwosekar village, precisely in Gunungronggo village, Tajinan sub-district. Sumber Jenon has potential for continuous water availability throughout the year, from the measurement of instantaneous discharge in getting potential from Sumber Jenon water of 481 liters/det. Tajinan sub-district consists of 12 villages, one of which is Purwosekar village. In 2024 Purwosekar village has a population of 4,786 people, while the projection of 2030 is 5,414 people. The clean water demand taken is 80 l/person/day in accordance with the minimum service standard for rural water. The water demand of the population in Purwosekar Village in 2024 amounted to 6.38 l/dt, in 2030 it amounted to 7.22 l/dt. Pipe network planning is based on water demand in 2030 using epanet 2.0 software. Clean water distribution in Purwosekar Village requires 6,978 meters of pipe, with pipe diameters varying from 2 inches (60mm) to 6 inches (165mm). The pipe used is PVC pipe with a pipe roughness coefficient of Hazen William 120. The length of pipe required for a diameter of 6 inches (165mm) is 1452m, diameter 5 inches (144 mm) 1867m, diameter 4 inches (140mm) 1345m, diameter 3 inches (89 mm) 1281m and diameter 2 inches (60mm) 1033m.