Optimizing the operation of the Valencia water-distribution network

被引:55
|
作者
Martinez, Fernando [1 ]
Hernandez, Vicente
Alonso, Jose Miguel
Rao, Zhengfu
Alvisi, Stefano
机构
[1] Univ Politecn Valencia, Dept Ingn Hidraul & Med Ambiente, Grp REDHISP, Valencia 46022, Spain
[2] Univ Politecn Valencia, Dept Sistemas Informt & Computac, Valencia 46022, Spain
[3] Newcastle Univ, Sch Civil Engn & Geosci, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
[4] Univ Ferrara, Dipartimento Ingn, I-44100 Ferrara, Italy
关键词
artificial neural network; genetic algorithm; optimal control; POWADIMA; water distribution;
D O I
10.2166/hydro.2006.018
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The second of the two case studies in the POWADIMA research project, the Valencia water-distribution network serves a population of approximately 1.2 million and is supplied by surface,. water via two treatment plants which have significantly different production costs. The only storage available is located at the treatment plants, each of which has its own pumping station. The management of the network is a complex operation involving 4 pressure zones and 49 operating valves, 10 of which are routinely adjusted. The electricity tariff structure varies with the hour of the day and month of the year. The EPANET hydraulic simulation model of the network has 725 nodes, 10 operating valves, 2 storage tanks and 17 pumps grouped at the two pumping stations. The control system that has been implemented comprises an artificial neural network predictor in place of the EPANET model and a dynamic genetic algorithm to optimize the control settings of pumps and valves up to a 24 h rolling operating horizon, in response to a highly variable demand. The results indicate a potential operational-cost saving of 17.6% over a complete (simulated) year relative to current practice, which easily justifies the cost of implementing the control system developed.
引用
收藏
页码:65 / 78
页数:14
相关论文
共 50 条
  • [1] Optimizing the operation of the Haifa-A water-distribution network
    Salomons, Elad
    Goryashko, Alexander
    Shamir, Uri
    Rao, Zhengfu
    Alvisi, Stefano
    JOURNAL OF HYDROINFORMATICS, 2007, 9 (01) : 51 - 64
  • [2] PLANNED OPERATION OF LARGE-SCALE WATER-DISTRIBUTION SYSTEM
    DIBA, A
    LOUIE, PWF
    MAHJOUB, M
    YEH, WWG
    JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1995, 121 (03): : 260 - 269
  • [3] A neural-network approach for modeling a water-distribution system
    1600, Society of Petroleum Engineers (SPE) (70):
  • [4] COMPUTER-SIMULATION OF PUMPING POLICIES IN A WATER-DISTRIBUTION NETWORK
    PERRY, PF
    SIMULATION, 1981, 37 (01) : 19 - 26
  • [5] Burst Detection Using an Artificial Immune Network in Water-Distribution Systems
    Tao, Tao
    Huang, Haidong
    Li, Fei
    Xin, Kunlun
    JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2014, 140 (10)
  • [6] REORGANIZATION OF WATER-DISTRIBUTION SYSTEM
    SWAMEE, PK
    SHARMA, AK
    JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1990, 116 (03): : 588 - 600
  • [7] Reliability tester for water-distribution networks
    Khomsi, D
    Walters, GA
    Thorley, ARD
    Ouazar, D
    JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 1996, 10 (01) : 10 - 19
  • [8] DESIGN OF PVC WATER-DISTRIBUTION PIPE
    HUCKS, RT
    CIVIL ENGINEERING, 1972, 42 (06): : 70 - &
  • [9] PVC PIPE FOR WATER-DISTRIBUTION SYSTEMS
    WILGING, RC
    JOURNAL AMERICAN WATER WORKS ASSOCIATION, 1972, 64 (08): : 497 - &
  • [10] REPLICATION MODELING FOR WATER-DISTRIBUTION CONTROL
    GILMAN, HD
    GOODMAN, MY
    DEMOYER, R
    JOURNAL AMERICAN WATER WORKS ASSOCIATION, 1973, 65 (04): : 255 - 260