Least-Cost Robust Design Optimization of Water Distribution Systems under Multiple Loading

被引:21
|
作者
Schwartz, Rafael [1 ]
Housh, Mashor [2 ]
Ostfeld, Avi [1 ]
机构
[1] Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
[2] Univ Haifa, Dept Nat Resources & Environm Management, IL-31905 Haifa, Israel
关键词
Uncertainty; Optimal design; Water distribution systems; Robust optimization; DISTRIBUTION NETWORKS; GENETIC ALGORITHMS; DEMAND UNCERTAINTY;
D O I
10.1061/(ASCE)WR.1943-5452.0000670
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Least-cost design of water distribution system is a well-known problem in the literature. The formulation of the least-cost design problem started by deterministic modeling and later by more sophisticated stochastic models that incorporate uncertainties related to the problem's parameters. Recently, a new nonprobabilistic modeling, titled the robust counterpart (RC) approach, has been developed for the least-cost design problem to incorporate the uncertainty without the need for full stochastic information. These nonprobabilistic methods, developed in the field of robust optimization, were shown to be advantageous over classical stochastic methods in the following aspects: tractability and computation time, nonnecessity of full probabilistic information, and the ability to integrate correlation of uncertain parameters aspects without adding complexity. Former studies have considered the RC approach for a special case of the least-cost problem with a single load demand uncertainty, and single gravitational source to simplify the problem formulation and facilitate the use of the method. This special case does not handle the joint temporal and spatial correlations between the problem uncertainties and does not include components such as pumping stations and storage facilities. These new components require trading off capital and operation (i.e.,energy) costs in the objective function, as the design cost is explicitly influenced by the demand uncertainty, unlike the situation where only capital cost is considered. In this study, the RC approach is expanded to cover the general least-cost design problem, including (1)multiload patterns, (2)pumping stations, and (3)storage facilities. The unknowns are the pipe diameters, pump and tank capacities, and the heads added by the pumping stations. The problem is solved using the cross-entropy method for several possible protection levels, which are defined by the size of the uncertainty set. The results are demonstrated on two examples to show the trade-off between cost and reliability and test the network's ability to cope with unexpected scenarios.
引用
收藏
页数:11
相关论文
共 50 条
  • [1] Least-cost design of water distribution systems under demand uncertainty: the robust counterpart approach
    Perelman, Lina
    Housh, Mashor
    Ostfeld, Avi
    JOURNAL OF HYDROINFORMATICS, 2013, 15 (03) : 737 - 750
  • [2] Robust optimization for water distribution systems least cost design
    Perelman, Lina
    Housh, Mashor
    Ostfeld, Avi
    WATER RESOURCES RESEARCH, 2013, 49 (10) : 6795 - 6809
  • [3] Ant colony optimization for least-cost design and operation of pumping water distribution systems
    Ostfeld, Avi
    Tubaltzev, Ariel
    JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2008, 134 (02) : 107 - 118
  • [4] Least-cost design of water distribution networks under uncertain demand
    Babayan, AV
    Savic, DA
    Walters, GA
    ADVANCES IN WATER SUPPLY MANAGEMENT, 2003, : 139 - 146
  • [5] Least-cost design of water distribution networks under demand uncertainty
    Babayan, A
    Kapelan, Z
    Savic, D
    Walters, G
    JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2005, 131 (05): : 375 - 382
  • [6] HYBRID METHOD FOR LEAST-COST DESIGN OF THE WATER DISTRIBUTION SYSTEMS.
    Cisty, Milan
    Bajtek, Zbynek
    JOURNAL OF HYDROLOGY AND HYDROMECHANICS, 2009, 57 (02) : 130 - 141
  • [7] Iterative method for least-cost design and operation of pumping water distribution systems
    Gomes, Heber P.
    Bezerra, Saulo de Tarso M.
    Carvalho, Paulo Sergio O.
    Salvino, Moises M.
    ENVIRONMENTAL HYDRAULICS: THEORETICAL, EXPERIMENTAL AND COMPUTATIONAL SOLUTIONS, 2010, : 285 - 288
  • [8] Modelling and optimization of least-cost water distribution networks with multiple supply sources and users
    Manuela Carini
    Mario Maiolo
    Daniela Pantusa
    Francesco Chiaravalloti
    Gilda Capano
    Ricerche di Matematica, 2018, 67 : 465 - 479
  • [9] Modelling and optimization of least-cost water distribution networks with multiple supply sources and users
    Carini, Manuela
    Maiolo, Mario
    Pantusa, Daniela
    Chiaravalloti, Francesco
    Capano, Gilda
    RICERCHE DI MATEMATICA, 2018, 67 (02) : 465 - 479