Global optimization of water distribution networks through a reduced space branch-and-bound search

被引:12
作者
Costa, ALH [1 ]
de Medeiros, JL [1 ]
Pessoa, FLP [1 ]
机构
[1] UFRJ, Ctr Tecnol, Escola Quim, Dept Chem Engn, BR-21949900 Rio De Janeiro, Brazil
关键词
D O I
10.1029/2000WR900267
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A branch-and-bound approach to the problem of optimal design of water distribution networks is presented. Global optimum is reached through the generation of convergent sequences of upper and lower bounds. The relaxations responsible for the lower bounds correspond to linear programming problems formulated through the enlargement of the original feasible region by outer approximations of the constraints. Although formulated within an are-based framework, the proposed scheme does not apply the branching process to all flow variables; by utilizing the mass conservation principle, only a reduced set of variables is assigned for branching. The algorithm was applied to three variants of a classical problem from the literature. Comparisons with previous results indicates a faster convergence to the optimum (fewer linear programming problems solved) in several situations.
引用
收藏
页码:1083 / 1090
页数:8
相关论文
共 15 条
[1]   GENERALIZED BILINEAR-PROGRAMMING .1. MODELS, APPLICATIONS AND LINEAR-PROGRAMMING RELAXATION [J].
ALKHAYYAL, FA .
EUROPEAN JOURNAL OF OPERATIONAL RESEARCH, 1992, 60 (03) :306-314
[2]   DESIGN OF OPTIMAL WATER DISTRIBUTION-SYSTEMS [J].
ALPEROVITS, E ;
SHAMIR, U .
WATER RESOURCES RESEARCH, 1977, 13 (06) :885-900
[3]   alpha BB: A global optimization method for general constrained nonconvex problems [J].
Androulakis, IP ;
Maranas, CD ;
Floudas, CA .
JOURNAL OF GLOBAL OPTIMIZATION, 1995, 7 (04) :337-363
[4]  
[Anonymous], MATH PROGR
[5]   An improved genetic algorithm for pipe network optimization [J].
Dandy, GC ;
Simpson, AR ;
Murphy, LJ .
WATER RESOURCES RESEARCH, 1996, 32 (02) :449-458
[6]   OPTIMAL-DESIGN OF WATER DISTRIBUTION NETWORKS [J].
EIGER, G ;
SHAMIR, U ;
BENTAL, A .
WATER RESOURCES RESEARCH, 1994, 30 (09) :2637-2646
[7]   OPTIMIZATION OF PIPE NETWORKS [J].
HANSEN, CT ;
MADSEN, K ;
NIELSEN, HB .
MATHEMATICAL PROGRAMMING, 1991, 52 (01) :45-58
[8]   ANALYSIS OF THE LINEAR-PROGRAMMING GRADIENT-METHOD FOR OPTIMAL-DESIGN OF WATER-SUPPLY NETWORKS [J].
KESSLER, A ;
SHAMIR, U .
WATER RESOURCES RESEARCH, 1989, 25 (07) :1469-1480
[9]   DESIGN HEURISTIC FOR GLOBALLY MINIMUM-COST WATER-DISTRIBUTION SYSTEMS [J].
LOGANATHAN, GV ;
GREENE, JJ ;
AHN, TJ .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 1995, 121 (02) :182-192
[10]  
Mah R. S. H., 1978, ADV CHEM ENG, V10, P126