A Complex Network Approach for Pareto-Optimal Design of Water Distribution Networks

被引:0
|
作者
Sitzenfrei, Robert [1 ]
Wang, Qi [2 ]
Kapelan, Zoran [3 ,4 ]
Savic, Dragan [4 ,5 ,6 ]
机构
[1] Univ Innsbruck, Unit Environm Engn, Innsbruck, Tirol, Austria
[2] Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Peoples R China
[3] Delft Univ Technol, Dept Water Management, Fac Civil Engn & Geosci, Delft, Netherlands
[4] Univ Exeter, Ctr Water Syst, Exeter, Devon, England
[5] KWR Water Cycle Res Inst, Nieuwegein, Netherlands
[6] Univ Kebangsaan Malaysia, Dept Civil Engn, Bangi, Malaysia
基金
奥地利科学基金会;
关键词
graph; multi-objective optimization; edge betweenness centrality; resilience; costs; virtRome; DISTRIBUTION-SYSTEMS; DECOMPOSITION; OPTIMIZATION;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Water distribution networks (WDNs) are vital parts of the urban infrastructure, and their construction, operation, and maintenance incur major investments. Therefore, many different approaches for optimizing WDNs exist. However, when it comes to large real WDNs, computational time becomes a significant factor, as the possible number of potential solutions grows exponentially. This paper discusses a highly efficient approach for Pareto-optimal design of WDNs based on complex network analysis (CNA). A real WDN with about 4,000 pipes (decision variables) was optimized first using a straightforward evolutionary algorithm approach with two objectives being cost minimization and resilience maximization. By systematically investigating topological features of the obtained Pareto-optimal solutions, insights into optimal networks are generated and a new design approach based on CNA is developed, which outperforms the results of the evolutionary algorithm. The proposed CNA approach is then successfully used to optimize a WDN with the same objectives where the evolutionary algorithm approach is computationally infeasible (semi-real case study with 157,040 decision variables).
引用
收藏
页码:901 / 913
页数:13
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