Optimizing DMAs' formation in a water pipe network: the water aging and the operating pressure factors

被引:24
作者
Chondronasios, Apostolos [1 ]
Gonelas, Konstantinos [1 ]
Kanakoudis, Vasilis [1 ]
Patelis, Menelaos [1 ]
Korkana, Panagiota [2 ]
机构
[1] Univ Thessaly, Dept Civil Engn, GR-38334 Volos, Volos, Greece
[2] Univ Surrey, Dept Civil & Environm Engn, Guildford GU2 7XH, Surrey, England
关键词
DMAs' formation; operating pressure; optimization; water age; DISTRICT METERED AREAS; DISTRIBUTION-SYSTEMS; GENETIC ALGORITHMS; MANAGEMENT; OPTIMIZATION;
D O I
10.2166/hydro.2017.156
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Dividing a water distribution network (WDN) into district metered areas (DMAs) is the first vital step towards pressure management and real losses reduction. However, other factors of water quality such as the water age must be taken into account while forming DMAs. The current study uses genetic algorithm (GA) optimization methods to achieve the desired WDN segmentation conditions in terms of: (a) reducing the operating pressure, thus reducing the system's real losses; and (b) reducing the water age, thus improving the feeling of water freshness and preventing growth of disinfection byproducts. Techniques based on GA are a proven way to provide a very good solution to optimization problems. The solution is obtained using an objective function and setting boundary constraints. The formation of the objective functions is tested through Matlab's optimization toolbox. The logic of the objective functions' formulation for both the operating pressure and the water age optimization is recorded and analyzed. The method's application utilized a sample network model assisted by EPANET and Bentley's WaterGEMS software tools. The morphology of the DMAs is presented for each scenario, as well as the results of the network's segmentation according to the operating pressure and the water age.
引用
收藏
页码:890 / 899
页数:10
相关论文
共 21 条
  • [1] Abkenar SMS, 2015, SUSTAIN COMPUT-INFOR, V8, P18, DOI [10.1016/j.suscom.2014.09.003, 10.1016/j.suscom.2015.09.003]
  • [2] Abuiziah I, 2013, INT J PHYS NUCL SCI, V7, P341
  • [3] A heuristic procedure for the automatic creation of district metered areas in water distribution systems
    Alvisi, S.
    Franchini, M.
    [J]. URBAN WATER JOURNAL, 2014, 11 (02) : 137 - 159
  • [4] [Anonymous], 1999, WATER DISTRIBUTION S
  • [5] Araujo L, 2006, WATER RESOUR MANAG, V20, P133, DOI 10.1007/s11269-006-4635-3
  • [6] *AWWA AWWARF, 1992, WAT IND DAT UT PROF
  • [7] Charalambous B., 2005, P IWA SPEC C LEAK HA
  • [8] Sensor placement in water distribution systems using the S-PLACE Toolkit
    Eliades, D. G.
    Kyriakou, M.
    Polycarpou, M. M.
    [J]. 12TH INTERNATIONAL CONFERENCE ON COMPUTING AND CONTROL FOR THE WATER INDUSTRY, CCWI2013, 2014, 70 : 602 - 611
  • [9] General metrics for segmenting infrastructure networks
    Giustolisi, O.
    Ridolfi, L.
    Berardi, L.
    [J]. JOURNAL OF HYDROINFORMATICS, 2015, 17 (04) : 505 - 517
  • [10] Goldber D. E., 1988, Machine Learning, V3, P95, DOI 10.1023/A:1022602019183