Segment-Based Reliability/Supply Short Fall Analysis of Water Distribution Networks

被引：9

作者：

Gupta, R. ^{[1
]}

Baby, A. ^{[1
]}

Arya, P. V. ^{[1
]}

Ormsbee, L. ^{[2
]}

机构：

[1] Visvesvaraya Natl Inst Technol, Dept Civil Engn, Nagpur 440010, Maharashtra, India

[2] Univ Kentucky, Kentucky Water Res Inst, Lexington, KY 40506 USA

来源：

16TH WATER DISTRIBUTION SYSTEM ANALYSIS CONFERENCE (WDSA2014): URBAN WATER HYDROINFORMATICS AND STRATEGIC PLANNING | 2014年 / 89卷

关键词：

Reliability; segment analysis; shortfall analysis; water distribution system; DISTRIBUTION-SYSTEMS; DESIGN; IDENTIFICATION;

D O I：

10.1016/j.proeng.2014.11.244

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

Pipe failure is a major parameter affecting the reliability of a water distribution network (WDN). A WDN consists of isolation valves which are closed to isolate a failed pipe for repairs. Depending up on the location of valves, a group of pipes termed as a segment gets isolated. Herein, reliability is estimated based on supply shortfall considering isolation of an appropriate segment on failure of a pipe. Supply shortfall is obtained using node flow analysis. An existing water main system is chosen as an example to compare the reliability values obtained by considering the actual location of valves and valves in each pipes on either end. (C) 2014 Published by Elsevier Ltd.

引用

页码：1168 / 1175

页数：8

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