Competent Genetic-Evolutionary Optimization of Water Distribution Systems
Author:
Affiliation:
1. Member, ASCE
2. Supervising Engr., MWSoft Inc., 300 North Lake Ave., #1200, Pasadena, CA 91101.
3. Sr. Lect., Dept. of Civ. and Envir. Engr., Univ. of Adelaide, Adelaide, Australia 5005.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Computer Science Applications,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3801%282001%2915%3A2%2889%29
Reference35 articles.
1. Alperovits E. and Shamir U. ( 1977). “Design of water distribution systems.” Water Resour. Res. 13(6) 885–900.
2. Optimal Expansion of Water Distribution Systems
3. Dandy G. C. Simpson A. R. and Murphy L. J. ( 1996). “An improved genetic algorithm for pipe network optimization.” Water Resour. Res. 32(2) 449–458.
4. Eiger G. Shamir U. and Ben-Tal A. ( 1994). “Optimal design of water distribution networks.” Water Resour. Res. 30(9) 2637–2646.
5. Fujiwara O. and Khang D. B. ( 1990). “A two-phase decomposition method for optimal design of looped water distribution networks.” Water Resour. Res. 26(4) 539–549.
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