Case Study of Drinking Water Distribution Network System PERUMDA Delta Tirta Water Treatment Plant (IPA) Tawangsari Service Zone Taman District and Waru District

Saeril Barikiyah, A. Hakim, Sulitiya Nengse
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Abstract

The water loss rate according to the Minister of Public Works and Public Housing of the Republic of Indonesia No. 27/PRT/M/2016 at the maximum limit is 20%, but at the PERUMDA Delta Tirta water loss rate in the Taman Subistrict service zone is 27.48, the Waru Subdistrict service zone I the water loss rate is 32.28% and the service zone of Waru II District the water loss rate is 20.52%. The purpose of this study was to evaluate the level of water loss in the service zone of the Taman District and the Waru District service zone. The evaluation method for the Tawangsari IPA distribution network is using the Epanet 2.0 software simulation with water pressure in the pipes and water velocity in the pipes compared to the Minister of Public Works and Public Housing of the Republic of Indonesia No. 27/PRT/M/2016. The water pressure in the pipe in the Taman Subdistrict service zone is 55.18 m, the water velocity in the pipe is 0.1 m/s and the water pressure in the pipe in the Waru District service zone is 59.57 m, the water velocity in the pipe is 1.58 m/s. Optimization of the Tawangsari WTP distribution network system in the Taman Subistrict service zone and the Waru Subdistrict service zone, namely by changing the pump head. Replacing the pump head is one of the solutions to eliminate excessive pressure and reduce damage to the pipe.
饮用水分配网络系统PERUMDA三角洲蒂尔塔水处理厂(IPA)塔旺萨里服务区塔曼区和瓦鲁区的案例研究
根据印度尼西亚共和国公共工程和公共住房部长第27/PRT/M/2016号法令,最高失水率为20%,但在PERUMDA三角洲三角洲,塔曼街道服务区失水率为27.48,瓦鲁街道服务区1失水率为32.28%,瓦鲁II服务区失水率为20.52%。本研究的目的是评估塔曼区和瓦鲁区服务区的失水水平。Tawangsari IPA配电网络的评估方法是使用Epanet 2.0软件模拟管道水压和管道流速,并与印度尼西亚共和国公共工程和公共住房部长第27/PRT/M/2016号文件进行比较。塔曼街道服务区管道水压为55.18 m,管道水流速度为0.1 m/s;瓦鲁区服务区管道水压为59.57 m,管道水流速度为1.58 m/s。塔曼街道服务区和瓦鲁街道服务区达旺沙里WTP配电网系统优化,即通过改变泵扬程。更换泵头是消除过高压力和减少对管道损坏的解决方案之一。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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