Fluid transients and pipeline optimization using GA and PSO: the diameter connection

被引:34
作者
Jung, Bong Seog [1 ]
Karney, Bryan W. [1 ]
机构
[1] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
关键词
Optimization; Fluid transients; Water distribution systems;
D O I
10.1080/15730620412331289995
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This paper describes the optimal selection of pipe diameters in a network considering steady state and transient analysis in water distribution systems. Two evolutionary approaches, namely genetic algorithms (GA) and particle swarm optimization (PSO), are used as optimization methods to obtain pipe diameters. Both optimization programs, inspired by natural evolution and adaptation, show excellent performance for solving moderately complex real-world problems which are highly nonlinear and demanding. The case study shows that the integration of GA or PSO with a transient analysis technique can improve the search for effective and economical hydraulic protection strategies. This study also shows that not only is the selection of pipe diameters crucially sensitive for the surge protection strategies but also that more global systematic approaches should be involved in water distribution system design, preferably at an early stage in the design process.
引用
收藏
页码:167 / 176
页数:10
相关论文
共 28 条
[1]   DESIGN OF OPTIMAL WATER DISTRIBUTION-SYSTEMS [J].
ALPEROVITS, E ;
SHAMIR, U .
WATER RESOURCES RESEARCH, 1977, 13 (06) :885-900
[2]  
Back T., 1997, Handbook of evolutionary computation
[3]   OPTIMAL EXPANSION OF WATER DISTRIBUTION-SYSTEMS [J].
BHAVE, PR .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1985, 111 (02) :177-197
[4]   An improved genetic algorithm for pipe network optimization [J].
Dandy, GC ;
Simpson, AR ;
Murphy, LJ .
WATER RESOURCES RESEARCH, 1996, 32 (02) :449-458
[5]   Optimization of water distribution network design using the Shuffled Frog Leaping Algorithm [J].
Eusuff, MM ;
Lansey, KE .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2003, 129 (03) :210-225
[6]  
Gessler J., 1982, INT S URB HYDR HYDR
[7]   EQUIVALENT DIFFERENTIAL-EQUATIONS IN FIXED-GRID CHARACTERISTICS METHOD [J].
GHIDAOUI, MS ;
KARNEY, BW .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1994, 120 (10) :1159-1175
[8]  
Goldberg D.E., 1989, OPTIMIZATION MACHINE
[9]  
Jung B.S., 2004, P 6 INT C HYDR
[10]  
JUNG BS, 2004, P 9 INT C PRESS SURG