Studi Perencanaan Sarana Air Bersih Melalui Sistem Perpipaan di Desa Marmoyo, Kecamatan Kabuh, Kabupaten Jombang

A. Hartadi, Faradlillah Saves
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Abstract

The availability of clean water is mandatory and applies to all places. Marmoyo Village is part of Kabuh District, Jombang Regency which relies on shallow wells to meet its clean water needs. To find out the projected water demands of the population is a population calculation projection. To find out the planning average of clean water demands by pumping tests to find out the maximum discharge of deep wells and the optimum discharge of pumping as well as the planned piping scheme using the Epanet 2.2 program to find out the flow rate, velocity, pressure and headloss. The research results showed that the average discharge requirement in 2044 was 1,163 l/second for a population in 2044 of 1,395 people. Meanwhile, the maximum discharge for deep wells obtained through pumping tests was 1.64 l/second. The piping system uses a double system and a branch system with 2" (50 mm) diameter PVC pipes where the piping system plan will be carried out at RT. 002, RW 007 Marmoyo Village, Kabuh District, Jombang Regency. In the simulation with Epanet 2.2 it is known that the highest velocity are 0.04 m/sec while the highest pressure are 19.86 m. 
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琼邦县卡布分区马尔莫约村通过管道系统提供清洁水设施的规划研究
清洁水的供应是强制性的,适用于所有地方。马尔莫约村隶属于磅邦县卡布区,该区依靠浅井满足清洁用水需求。为了解人口的预计用水需求,需要进行人口计算预测。通过抽水测试找出深井的最大排水量和抽水的最佳排水量,并使用 Epanet 2.2 程序找出流量、流速、压力和水头损失,从而找出清洁水需求的规划平均值。研究结果表明,在 2044 年人口为 1 395 人的情况下,2044 年的平均排水量要求为 1 163 升/秒。同时,通过抽水试验获得的深井最大排水量为 1.64 升/秒。管道系统采用双系统和分支系统,使用直径为 2 英寸(50 毫米)的 PVC 管,管道系统规划将在 RT.002, RW 007 Marmoyo Village, Kabuh District, Jombang Regency。在使用 Epanet 2.2 进行模拟时,最高流速为 0.04 米/秒,最高压力为 19.86 米/秒。
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