Generalized Resilience and Failure Indices for Use with Pressure-Driven Modeling and Leakage

被引:61
作者
Creaco, Enrico [1 ]
Franchini, Marco [2 ]
Todini, Ezio [3 ]
机构
[1] Univ Pavia, Dipartimento Ingn Civile & Architettura, Via Ferrata 3, I-27100 Pavia, Italy
[2] Univ Ferrara, Dipartimento Ingn, Via Saragat 1, I-44100 Ferrara, Italy
[3] Italian Hydrol Soc, I-40126 Bologna, Italy
关键词
Resilience; Failure; Reliability; Water distribution modeling; Design; Simulation; WATER DISTRIBUTION NETWORKS; MULTIOBJECTIVE GENETIC ALGORITHM; DISTRIBUTION-SYSTEMS; RELIABILITY; DESIGN; REHABILITATION; PIPES;
D O I
10.1061/(ASCE)WR.1943-5452.0000656
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In 2000, the resilience and failure indices were introduced as a convenient and compact tool to express respectively water-distribution network (WDN) surplus and deficit in satisfying users' demand, in terms of delivered power. In their original formulation, the mentioned indices, originally thought as WDN design tools, were developed only considering the demand-driven modeling approach, which would include pumps but not leakage. This paper extends the formulation of both indices and presents a generalized expression, more convenient for use when dealing with pressure-driven modeling and capable of including the effect of leakage. Following the original concept, the generalized indices were developed by calculating the power dissipated in the network as a function of the difference between the total power inserted through source nodes and pumps and the net delivered power, whereas the leakage-related power is considered as a loss similarly to the internally dissipated one. Applications to WDN analysis and design proved that using the new formulation in the presence of leakage and pressure-dependent consumptions yields better description of the delivered power excess, compared to the original demand-driven formulation and to another pressure-driven formulation present in the scientific literature.
引用
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页数:10
相关论文
共 31 条
[1]   DESIGN OF OPTIMAL WATER DISTRIBUTION-SYSTEMS [J].
ALPEROVITS, E ;
SHAMIR, U .
WATER RESOURCES RESEARCH, 1977, 13 (06) :885-900
[2]   Near-optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm [J].
Alvisi, Stefano ;
Franchini, Marco .
CIVIL ENGINEERING AND ENVIRONMENTAL SYSTEMS, 2006, 23 (03) :143-160
[3]   Reliability Indicators for Water Distribution System Design: Comparison [J].
Atkinson, Stuart ;
Farmani, Raziyeh ;
Memon, Fayyaz A. ;
Butler, David .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2014, 140 (02) :160-168
[4]  
Ciaponi C, 2009, PERFORMANCE INDICATO, P1
[5]  
Cimellaro G., 2015, J STRUCT ENG, DOI [10.1061/(ASCE)ST.1943-541X.0001433, DOI 10.1061/(ASCE)ST.1943-541X]
[8]   Accounting for Phasing of Construction within the Design of Water Distribution Networks [J].
Creaco, E. ;
Franchini, M. ;
Walski, T. M. .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2014, 140 (05) :598-606
[9]   Fast network multi-objective design algorithm combined with an a posteriori procedure for reliability evaluation under various operational scenarios [J].
Creaco, E. ;
Franchini, M. .
URBAN WATER JOURNAL, 2012, 9 (06) :385-399
[10]   Evaluating Water Demand Shortfalls in Segment Analysis [J].
Creaco, E. ;
Franchini, M. ;
Alvisi, S. .
WATER RESOURCES MANAGEMENT, 2012, 26 (08) :2301-2321