供水分配系统的地理空间建模:以印度德拉敦市为例

IF 1.5 Q4 WATER RESOURCES
A. Jaiswal, P. Thakur, P. Kumar, S. Kannaujiya
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引用次数: 2

摘要

水利设施是任何城市基础设施的核心部分。在地理信息系统(GIS)环境下,建立了德拉敦市配水系统(WDS)空间数据库,提取了不同来源的数据输入,并进行了供水供需缺口分析。利用epa网络(EPANET, 2.0)对WDS进行分析,探讨其在当前和未来情景下的可靠性。对现有564公里长的配电网的测绘显示,超过四分之三的输水管道已经过时。经探地雷达(GPR)测量验证,管径估算精度可达93%。水资源供需缺口分析证实,德拉敦市虽然存在供过于求的情况,但存在水资源短缺的问题,这主要是由于现有供水系统状况不理想所致。27%的现有管道小于规定的标准;直接从管井抽水到管网是一种不可取的做法,管网中至少有29个地点需要储水罐。一个24小时的延长期EPANET模拟有助于确定供水网络经历非常低或负压的地区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geospatial modeling of water supply distribution system: A case study of Dehradun city, India
Water utilities form the core part of any urban infrastructure. A spatial database of water distribution system (WDS) for Dehradun city has been created in a geographic information system (GIS) environment, while drawing data inputs from diverse sources and water supply-demand gap analysis has been performed. Environmental Protection Agency Network (EPANET, 2.0) has been used to analyze the WDS to explore its reliability in current and future scenarios. Mapping of the existing 564 km long distribution network revealed that more than three-quarters of the system has outdated water pipelines. An accuracy of 93% for pipe diameter estimation has been obtained upon validation by ground penetrating radar (GPR) survey. Water supply-demand gap analysis confirmed that although Dehradun city has surplus supply, it suffers from scarcity, mainly due to the unsatisfactory condition of the existing WDS. Twenty-seven percent of the existing pipes are smaller than the prescribed standards; there is an undesirable practice of direct pumping of water from tube wells into the network and storage tanks are required for at least 29 locations in the network. A 24-hour extended period EPANET simulation helped to identify the areas where water supply network experienced very low or negative pressure.
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来源期刊
H2Open Journal
H2Open Journal Environmental Science-Environmental Science (miscellaneous)
CiteScore
3.30
自引率
4.80%
发文量
47
审稿时长
24 weeks
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