Optimal Placement of New Isolation Valves in a Water Distribution Network Considering Existing Valves

被引:13
作者
Yang, Zhijiang [1 ]
Guo, Song [1 ]
Hu, Zhen [1 ]
Yao, Dan [2 ]
Wang, Lihui [2 ]
Yang, Binbin [3 ]
Liang, Xun [1 ]
机构
[1] China Univ Geosci, Sch Geog & Informat Engn, Wuhan 430074, Hubei, Peoples R China
[2] Wuhan Univ, Wuhan HopeTop Technol Co Ltd, Sci Pk,Wuhan East Lake High Tech Dev Zone, Wuhan 430040, Hubei, Peoples R China
[3] Glodon Co Ltd, 166 Mingguang Rd, Xian 710000, Shanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Segment; Isolation valves; Weight average demand shortfall; Water distribution network (WDN); Multiobjective algorithm; RELIABILITY; ALGORITHM;
D O I
10.1061/(ASCE)WR.1943-5452.0001568
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There are often planned (for example, regular maintenance) and unplanned (for example, pipe bursts) interruptions in a water distribution network (WDN). Therefore, part of the isolation valves must be closed to isolate the part (segment) of the network that contains one or more pipes. Isolation of the target pipe segment with minimum possible disruption has been a problem to be solved. A large number of studies have been conducted to optimize the design of isolation valve placement in new WDNs, but less attention has been given to reducing the isolation zone and improving the reliability of old WDNs by adding optimally placed isolation valves. Therefore, this paper proposes a multiobjective optimization model for adding optimally located isolation valves to old WDNs, which considers the dual objectives of economy and reliability. The installation or removal of isolation valves can cause the original segments to split or merge, so this paper proposes the use of the segment-valve (SV) graph local update (SVLU) algorithm instead of the seed-filling algorithm to construct the SV graph. The optimization model was applied to the valve layout modification of part of the WDN in Changshu, Jiangsu Province, China, and the results showed that the model can solve the optimization solution quickly (15.358 s). Moreover, the use of the SVLU algorithm improved the efficiency of the solved model by 26.71%.
引用
收藏
页数:10
相关论文
共 24 条
[1]   Evaluating Segment and Valve Importance and Vulnerability [J].
Abdel-Mottaleb, Noha ;
Walski, Tom .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2021, 147 (05)
[2]   Segment identification in water distribution systems [J].
Alvisi, S. ;
Creaco, E. ;
Franchini, M. .
URBAN WATER JOURNAL, 2011, 8 (04) :203-217
[3]   Impact of isolation valves location on resilience of water distribution systems [J].
Atashi, Mansoureh ;
Ziaei, Ali N. ;
Khodashenas, Saeed Reza ;
Farmani, Raziyeh .
URBAN WATER JOURNAL, 2020, 17 (06) :560-567
[4]  
Bentley Systems, 2020, BENTL WAT
[5]   Optimal Placement of isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall [J].
Creaco, Enrico ;
Franchini, Marco ;
Alvisi, Stefano .
WATER RESOURCES MANAGEMENT, 2010, 24 (15) :4317-4338
[6]   A fast and elitist multiobjective genetic algorithm: NSGA-II [J].
Deb, K ;
Pratap, A ;
Agarwal, S ;
Meyarivan, T .
IEEE TRANSACTIONS ON EVOLUTIONARY COMPUTATION, 2002, 6 (02) :182-197
[7]   On the significance of maximum number of components failures in reliability analysis of water distribution systems [J].
Gheisi, A. R. ;
Naser, Gh .
URBAN WATER JOURNAL, 2013, 10 (01) :10-25
[8]  
Giustolisi O., 2009, P WAT DISTR SYST AN, P1
[9]   Algorithm for automatic detection of topological changes in water distribution networks [J].
Giustolisi, Orazio ;
Kapelan, Zoran ;
Savic, Dragan .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2008, 134 (04) :435-446
[10]   Upgrading Reliability of Water Distribution Networks Recognizing Valve Locations [J].
Gupta, R. ;
Baby, A. ;
Arya, P. V. ;
Ormsbee, L. .
16TH WATER DISTRIBUTION SYSTEM ANALYSIS CONFERENCE (WDSA2014): URBAN WATER HYDROINFORMATICS AND STRATEGIC PLANNING, 2014, 89 :370-377