Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm

被引:18
作者
Creaco, E. [1 ,2 ,3 ]
Cunha, M. [4 ]
Franchini, M. [5 ]
机构
[1] Univ Pavia, Dipaitimento Ingn Civile & Architettura, Via Fenata 3, I-27100 Pavia, Italy
[2] Univ Exeter, Coll Engn Phys & Math Sci, Exeter, Devon, England
[3] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
[4] Univ Coimbra, Dept Civil Engn, Inst Syst Engn & Comp Coimbra INESC Coimbra, P-3030290 Coimbra, Portugal
[5] Univ Ferrara, Dipartimento Ingn, Via Saragat 1, I-44122 Ferrara, Italy
关键词
Water distribution network; Graph theory; Modularity; Partitioning; District metered area (DMA); Heuristics; Simulated annealing; Genetic algorithm; DISTRIBUTION-SYSTEMS; IDENTIFICATION; CREATION; SEGMENTS; DESIGN;
D O I
10.1061/(ASCE)WR.1943-5452.0001129
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper shows how heuristic techniques can be used to account for engineering aspects in the application of a water distribution network (WDN) partitioning algorithm. In fact, being based on graph-theory concepts, most WDN partitioning algorithms fail to consider explicitly such aspects as the number of boundary pipes and the similarity of district metered areas (DMAs) in terms of number of nodes, total demand, and total pipe length, which are often considered by water utility managers to make their decisions. The algorithm considered is the fast-greedy partitioning algorithm (FGPA), based on the original formulation of modularity as an indicator of the strength of WDN partitioning. This algorithm operates by merging the elementary parts of the WDN in sequential steps until the desired number of district metered areas is reached. Two heuristic optimization techniques were combined with FGPA to propose different merging combinations: the former reproduces some specific features of the simulated annealing algorithm while the latter is based on the multiobjective genetic algorithm. Applications were carried out on a real WDN considering the actual system of isolation valves. The partitioning solutions obtained by the traditional FGPA without heuristics and by a literature algorithm based on spectral clustering were taken as benchmark. The results proved that the former heuristic can help in obtaining numerous WDN partitioning solutions with high modularity. The performance of these solutions can be evaluated in terms of practical engineering aspects to help WDN managers make an informed choice about the ultimate solution. If the trade-off between engineering criteria needs to be thoroughly analyzed in the context of WDN partitioning, the latter heuristic, in which FGPA creates DMAs through information encoded in proper weights, can be effectively used. Compared to the benchmark solutions, the FGPA with the latter heuristic can yield solutions with fewer boundary pipes and better demand uniformity over the DMAs.
引用
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页数:11
相关论文
共 35 条
[1]   A heuristic procedure for the automatic creation of district metered areas in water distribution systems [J].
Alvisi, S. ;
Franchini, M. .
URBAN WATER JOURNAL, 2014, 11 (02) :137-159
[2]   Segment identification in water distribution systems [J].
Alvisi, S. ;
Creaco, E. ;
Franchini, M. .
URBAN WATER JOURNAL, 2011, 8 (04) :203-217
[3]  
[Anonymous], ADV WATER DISTRIBUTI
[4]  
[Anonymous], MULTIOBJECT APPROACH
[5]  
[Anonymous], LEAKAGE MANAGEMENT A
[6]   A flexible methodology to sectorize water supply networks based on social network theory concepts and multi-objective optimization [J].
Campbell, Enrique ;
Izquierdo, Joaquin ;
Montalvo, Idel ;
Ilaya-Ayza, Amilkar ;
Perez-Garcia, Rafael ;
Tavera, Mario .
JOURNAL OF HYDROINFORMATICS, 2016, 18 (01) :62-76
[7]   A graph based analysis of leak localization in urban water networks [J].
Candelieri, A. ;
Conti, D. ;
Archetti, F. .
12TH INTERNATIONAL CONFERENCE ON COMPUTING AND CONTROL FOR THE WATER INDUSTRY, CCWI2013, 2014, 70 :228-237
[8]   Modularity-Based Procedure for Partitioning Water Distribution Systems into Independent Districts [J].
Ciaponi, Carlo ;
Murari, Enrico ;
Todeschini, Sara .
WATER RESOURCES MANAGEMENT, 2016, 30 (06) :2021-2036
[9]  
Clauset A, 2004, PHYS REV E, V70, DOI 10.1103/PhysRevE.70.066111
[10]   Generalized Resilience and Failure Indices for Use with Pressure-Driven Modeling and Leakage [J].
Creaco, Enrico ;
Franchini, Marco ;
Todini, Ezio .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2016, 142 (08) :04016019