评估和优化以社区为基础的清洁水供应(案例研究:兰加拉沿海地区,卡布-科纳维-克普劳安)

Ilham Kari Darmawan, U. Mangidi, Muriadin Muriadin, Rudi Balaka
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引用次数: 0

摘要

兰加拉沿海地区是科纳韦群岛首府的经济中心地区。然而,作为基本需求的洁净水供应仍未得到满足,这是因为兰加拉沿海地区的洁净水来源目前仍依赖于社区自助,因此,水的分配是轮班进行的。本研究旨在确定空气需求、现有配水网络的状况,并优化清洁水分配系统。空气需求量是通过分析 15 年的人口预测计算得出的。使用 EPANET 2.2 软件对管道水力进行分析,并使用 PVC 管道通过重力进行空气流动。分析结果显示,2036 年的人口为 1816 人,高峰小时需水量为 4.13 升/秒。现有配水管网的状况表明,所有连接点的平均压力为 9 atm。同时,P3 处流速最高的管道为 0.47 米/秒,P15 处流速为 0.04 米/秒,表明现有条件不符合 PUPR 部长第 27/PRT/M/2016 号法规的技术标准。因此,要提高流速,就必须改变多个点的管道尺寸。在高峰时段优化模拟中,最高流速出现在 P2、P3、P4 和 P10 管道,即 2.61 米/秒,而最低流速出现在 P21 管道,即 0.30 米/秒。优化结果符合 PUPR 部长第 27/PRT/M/2016 号法规中的速度标准。
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Evaluasi dan Optimalisasi Penyediaan Air Bersih Berbasis Masyarakat (Studi Kasus: Kawasan Langara Pesisir, Kab. Konawe Kepulauan)
The Langara Coastal area is the economic center area of the capital city of Konawe Islands Regency. However, the provision of clean water as a basic need is still not fulfilled, this is because the source of clean water in the Langara Coastal Area currently still depends on Community Self-Help, as a result, water distribution is carried out in shifts. This research aims to determine air needs, the condition of the existing distribution network, and optimize the clean water distribution system. Air requirements are calculated using an analysis of population projections for 15 years. Analysis of pipe hydraulics using EPANET 2.2 Software, and air flow by gravity using PVC pipes. The analysis results show that the population in 2036 will be 1816 people with peak hour water demand of 4.13 l/sec. The condition of the existing distribution network shows that all Junctions have an average pressure of 9 atm. Meanwhile, the pipe with the highest speed at P3 is 0.47 m/s and the speed at P15 is 0.04 m/s, indicating that the existing conditions do not meet the technical criteria of Minister of PUPR Regulation No. 27/PRT/M/2016. So to increase the flow speed it is necessary to change the pipe dimensions at several points. In peak hour optimization simulations, the maximum speed occurs in pipes P2, P3, P4, and P10, namely 2.61 m/s, while the lowest speed occurs in pipe P21, namely 0.30 m/s. The results of this optimization are by the speed criteria in Minister of PUPR Regulation No.27/PRT/M/2016
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