Optimal operation of water distribution networks under local pipe failures

查看全文 作　　者：[1]田一梅;[2]G.Y.FU;[1]迟海燕;[1]刘烨

机构地区：[1]School of Environmental Science and Engineering,Tianjin University;[2]Department of Civil Engineering, Faculty of Applied Science, University of British Columbia, Vancouver, BC, V6T 1Z4, Canada

出　　处：《Journal of Central South University of Technology》索引2007年第14卷第3期,共6页

基　　金：Project(50278062) supported by the National Natural Science Foundation of China;Project(003611611)supported by the Natural Science Foundation of Tianjin, China 摘　　要：The optimal operation of water distribution networks under local pipe failures, such as water main breaks, was proposed. Based on a hydraulic analysis and a simulation of water distribution networks, a macroscopic model for a network under a local pipe failure was established by the statistical regression. After the operation objectives under a local pipe failure were determined, the optimal operation model was developed and solved by the genetic algorithm. The program was developed and examined by a city distribution network. The optimal operation alternative shows that the electricity cost is saved approximately 11%, the income of the water corporation is increased approximately 5%, and the pressure in the water distribution network is distributed evenly to ensure the network safe operation. Therefore, the proposed method for optimal operation under local pipe failure is feasible and cost-effective. 关键词：水分布网络局部管道故障巨观模型最佳运转

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Optimal operation of water distribution networks under local pipe failures

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