双溪平邑饮用水分配系统网络发展规划

Vira Fadila Muhammad, Ulli Kadaria, Rizki Purnaini
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引用次数: 0

摘要

由于人口增长和领土扩张,加里曼丹巴拉特省 Sungai Pinyuh 的用水需求不断增加,大大超过了当地的自然供水量。该分区隶属孟巴瓦(Mempawah)行政区,面临着清洁水供应不足、管道基础设施老化和环境污染影响水质等挑战。为解决这些问题,在 2014 年 Mempawah 行政区第 3 号区域法规的指导下,对 Sungai Pinyuh 饮用水分配系统的全面发展进行了规划研究。该规划采用了 EPANET 软件,这是一款由美国环境保护署 (EPA) 开发的工具,可模拟配水系统的动态状况。EPANET 可帮助绘制详细的管网图,确定水泵和蓄水池的位置,并指定管道的特性。该软件能够模拟各种情况,如需求变化或中断,这对于确保可靠供水至关重要。该分析结合了实地观察所获得的原始数据以及人口统计数据和现有供水文件中的二手数据。拟议的配水系统将采用不同直径的高密度聚乙烯管道和一个容量为 200 升/秒、扬程为 5 米的水泵。模拟结果表明,系统的流速(0.3 至 0.72 米/秒)和其他参数(如水头损失和压力)都在可接受的范围内。此外,水库容量规划以最大日需水量为基础,计算出的容量约为 3,347.839 立方米,以确保充足的供水。这项研究为改善饮用水分配系统、解决目前的不足以及满足未来需求提供了一个战略框架。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PLANNING FOR THE DEVELOPMENT OF A DRINKING WATER DISTRIBUTION SYSTEM NETWORK IN SUNGAI PINYUH
The increasing water demand due to population growth and territorial expansion has significantly outpaced the natural water supply in Sungai Pinyuh, Kalimantan Barat. This sub-district, part of the Mempawah Regency, faces challenges such as insufficient access to clean water, deteriorating pipe infrastructure, and environmental pollution affecting water quality. To address these issues, a study has been undertaken to plan a comprehensive development of the drinking water distribution system in Sungai Pinyuh, guided by the Regional Regulation of Mempawah Regency No. 3 of 2014. The planning utilizes EPANET software, a tool developed by the U.S. Environmental Protection Agency (EPA), which allows for the simulation of dynamic conditions in the water distribution system. EPANET helps create detailed maps of the pipe network, determine pump and reservoir locations, and specify pipe characteristics. The software’s ability to simulate various scenarios, such as changes in demand or disruptions, is crucial for ensuring a reliable water supply. The analysis incorporates primary data from field observations and secondary data from population statistics and existing water supply documents. The proposed distribution system will employ HDPE pipes of various diameters and a pump with a capacity of 200 L/s and a head of 5 meters. Simulation results indicate that the system's velocity, ranging from 0.3 to 0.72 m/s, and other parameters, such as head loss and pressure, are within acceptable limits. Additionally, reservoir capacity planning is based on the maximum daily water demand, with a calculated capacity of approximately 3,347.839 m³ to ensure adequate supply. This study provides a strategic framework for improving the drinking water distribution system, addressing current deficiencies, and preparing for future needs.
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