The evaluation of hydraulic parameters in water distribution network using Epanet 2.0 (Case study: Comoro, Zone I, Timor-Leste)

T. Soares
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引用次数: 1

Abstract

Abstract. In Timor-Leste, supplying clean water is the responsibility of Serviço de Água e Saneamento (SAS). The study area is in Zone I, locates in Comoro, Dili. The service area uses groundwater as the water source with two types of reservoirs; rectangular and cylinder. Objectives: This study aims to evaluate the existing condition of the water distribution network (WDN) in Zone I by using the Epanet 2.0 software. The development of the WDN begins with projecting the population with 10-year planning using the Geometric, Arithmetic, and Exponential methods. Method and results: The collection data is through observations in the study area as primary data. Secondary data is collecting SAS data, such as the map of water pipelines, piping data, pump data, reservoir data, and consumers' numbers. Processing data is the use of MS. Excel to calculate the population size, water demand, and identifying the pipelines of Zone I through QGIS. Followed by Epanet 2.0, with WDN data, the result is then evaluated with the Regulation of the Minister of Public Works No. 18 Year 2007 (No.18/PRT/M/2007). Conclusion: The results show that the WDN in Zone I have met the pressure requirement from No.18/PRT/M/2007 with an average flow of 19.57 litres/second. However, velocity still needs improvements since it did not meet the criteria; it suggests adding pump stations and reservoirs where the velocity did not meet the criteria. For the projection year in 2030, the estimated population is 26,057, with an average daily total water requirement of 48.46 litres/second.
基于Epanet 2.0的配水管网水力参数评价(以东帝汶科摩罗一区为例)
抽象的。在东帝汶,提供洁净水是卫生服务机构(Água e Saneamento)的责任。研究区在第一区,位于帝力科摩罗。服务区以地下水为水源,设有两类水库;矩形和圆柱体。目的:利用Epanet 2.0软件对一区供水管网现状进行评价。WDN的发展始于使用几何、算术和指数方法对人口进行10年规划。方法与结果:收集数据以研究区观测为主要数据。二次数据是采集SAS数据,如输水管图、管道数据、水泵数据、水库数据、用户号码等。处理数据是使用MS. Excel计算人口规模、需水量,并通过QGIS识别I区管道。随后是Epanet 2.0,带有WDN数据,然后根据公共工程部长2007年第18号条例(No.18/PRT/M/2007)对结果进行评估。结论:I区WDN达到了18/PRT/M/2007的压力要求,平均流量为19.57升/秒。然而,速度仍然需要改进,因为它不符合标准;建议在流速不符合标准的地方增加泵站和水库。在2030年的预测年,估计人口为26,057人,平均每日总需水量为48.46升/秒。
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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