On the optimal design of water distribution networks: a practical MINLP approach

被引:166
作者
Bragalli, Cristiana [2 ]
D'Ambrosio, Claudia [1 ]
Lee, Jon [3 ]
Lodi, Andrea [1 ]
Toth, Paolo [1 ]
机构
[1] Univ Bologna, DEIS, I-40136 Bologna, Italy
[2] Univ Bologna, DISTART, I-40136 Bologna, Italy
[3] IBM TJ Watson Res Ctr, Yorktown Hts, NY 10598 USA
关键词
Water network design; Mixed-integer nonlinear programming; Modeling; Computation; INTEGER NONLINEAR PROGRAMS; OPTIMIZATION;
D O I
10.1007/s11081-011-9141-7
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We propose a practical solution method for real-world instances of a water-network optimization problem with fixed topology using a nonconvex continuous NLP (NonLinear Programming) relaxation and a MINLP (Mixed Integer NonLinear Programming) search. Our approach employs a relatively simple and accurate model that pays some attention to the requirements of the solvers that we employ. Our view is that in doing so, with the goal of calculating only good feasible solutions, complicated algorithmics can be confined to the MINLP solver. We report successful computational experience using available open-source MINLP software on problems from the literature and on difficult real-world instances. An important contribution of this paper is that the solutions obtained, besides being low cost, are immediately usable in practice because they are characterized by an allocation of diameters to pipes that leads to a correct hydraulic operation of the network. This is not the case for most of the other methods presented in the literature.
引用
收藏
页码:219 / 246
页数:28
相关论文
共 21 条
[1]  
[Anonymous], 2003, AMPL: A Modeling Language for Mathematical Programming
[2]  
Artina S, 1983, ATTI ACCAD SCI BOL 3, V271
[3]  
BEALE E. M. L., 1970, P 5 INT C OP RES, P447
[4]   An algorithmic framework for convex mixed integer nonlinear programs [J].
Bonami, Pierre ;
Biegler, Lorenz T. ;
Conna, Andrew R. ;
Cornuejols, Gerard ;
Grossmann, Ignacio E. ;
Laird, Carl D. ;
Lee, Jon ;
Lodi, Andrea ;
Margot, Francois ;
Sawaya, Nicolas ;
Wachter, Andreas .
DISCRETE OPTIMIZATION, 2008, 5 (02) :186-204
[5]  
Bragalli C, 2006, LECT NOTES COMPUT SC, V4168, P696
[6]   Water distribution network design optimization: Simulated annealing approach [J].
Cunha, MD ;
Sousa, J .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1999, 125 (04) :215-221
[7]   An improved genetic algorithm for pipe network optimization [J].
Dandy, GC ;
Simpson, AR ;
Murphy, LJ .
WATER RESOURCES RESEARCH, 1996, 32 (02) :449-458
[8]   OPTIMAL-DESIGN OF WATER DISTRIBUTION NETWORKS [J].
EIGER, G ;
SHAMIR, U ;
BENTAL, A .
WATER RESOURCES RESEARCH, 1994, 30 (09) :2637-2646
[9]   A 2-PHASE DECOMPOSITION METHOD FOR OPTIMAL-DESIGN OF LOOPED WATER DISTRIBUTION NETWORKS [J].
FUJIWARA, O ;
KHANG, DB .
WATER RESOURCES RESEARCH, 1990, 26 (04) :539-549
[10]   OPTIMIZATION MODEL FOR WATER DISTRIBUTION-SYSTEM DESIGN [J].
LANSEY, KE ;
MAYS, LW .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1989, 115 (10) :1401-1418