Optimal design of redundant water distribution networks using a cluster of workstations

被引:8
作者
Kumar, Sujay V. [1 ]
Doby, Troy A.
Baugh, John W., Jr.
Brill, E. Downey
Ranjithan, S. Ranji
机构
[1] NASA, Goddard Space Flight Ctr, Hydrol Sci Branch, Greenbelt, MD 20771 USA
[2] US EPA, NRMRL, Sustainable Technol Div, Syst Anal Branch, Cincinnati, OH 45268 USA
[3] N Carolina State Univ, Raleigh, NC 27695 USA
关键词
algorithms; water distribution systems; computation; optimization models;
D O I
10.1061/(ASCE)0733-9496(2006)132:5(374)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A genetic algorithm (GA)-based method for the least-cost design of looped pipe networks for various levels of redundancy is presented in this paper. Redundancy constraints are introduced in the optimization model by considering the number of pipes assumed to be out of service at any one time. Using this approach, trade-off relationships between cost and redundancy are developed. The GA-based approach is computationally intensive, and implementations on a custom fault-tolerant distributed computing framework, called Vitri, are used to satisfy the computational requirements. The design methodology is applied to two water distribution networks of different sizes, and a comparison of the performance of the distributed GAs for the design problems is also presented. We conclude that a GA-based approach to obtaining cost-effective, redundant solutions for the least-cost design of looped pipe networks can be effectively used on a heterogeneous network of nondedicated workstations.
引用
收藏
页码:374 / 384
页数:11
相关论文
共 30 条
[1]   DESIGN OF OPTIMAL WATER DISTRIBUTION-SYSTEMS [J].
ALPEROVITS, E ;
SHAMIR, U .
WATER RESOURCES RESEARCH, 1977, 13 (06) :885-900
[2]   APPLICATIONS OF COARSE-GRAINED DATA-FLOW IN COMPUTATIONAL MECHANICS [J].
BAUGH, JW ;
REHAK, DR .
ENGINEERING WITH COMPUTERS, 1992, 8 (01) :13-30
[3]  
Baugh JW, 2003, LECT NOTES COMPUT SC, V2723, P730
[4]  
CANTUPAZ E, 1997, 97004 ILLIGAL U ILL
[5]   EFFICIENT PARALLEL COMPUTING IN DISTRIBUTED WORKSTATION ENVIRONMENTS [J].
CAP, CH ;
STRUMPEN, V .
PARALLEL COMPUTING, 1993, 19 (11) :1221-1234
[6]  
DOBY TA, 2001, P 2001 WORLD WAT ENV
[7]   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
[8]  
Gessler J., 1985, P COMP APPL WAT RES, P572
[9]  
Goldberg D.E., 1987, J COMPUT CIVIL ENG, V1, P128, DOI DOI 10.1061/(ASCE)0887-3801(1987)1:2(128)
[10]  
HOFSTEE H, 1991, RES DIRECTIONS HIGH, P338