References
[1]. Alperovits, E. and Shamir, U. (1977). “Design of
optimal water distribution systems”. Water Resour. Res.,
Vol.13, No.6, pp.885-900.
[2]. Dandy, G.C., Simpson, A.R. and Murphy, L.J. (1996).
“An improved genetic algorithm for pipe network
optimization”. Water Resour. Res., Vol.32, No.2, pp.449-
458.
[3]. Deb, K.(2000). “An efficient constraint handling
method for genetic algorithms”. Computer Methods in
Applied Mechanics and Engineering, Vol.186, No.2-4,
pp.311-338.
[4]. Fujiwara, O. and Khang, D.B. (1990). “A two-phase
decomposition method for optimal design of looped
water distribution networks.” Water Resources Research,
Vol. 26, No.4, pp.539-549.
[5]. Gessler, J. (1985). “Pipe network optimization by
enumeration”. Proc., Computer Applications for Water
Resources, ASCE, New York, NY, pp.572-581.
[6]. Gupta, I., Bassin, J.K., Gupta, A. and Khanna,
P.(1993). “Optimization of water distribution system”.
Environmental Software, Vol.8, pp.101–113.
[7]. Lansey, K.E. and Mays, L.W. (1989). “Optimization
model for water distribution system design”. J. Hydr. Engg.
ASCE, Vol.115, No.(10, pp.1401–1418.
[8]. Morgan, D.R. and Goulter, I.C. (1985). “Optimal urban
water distribution design”. Water Resour. Res., Vol.21,
No.5, pp.642-652.
[9]. Quindry, G.E., Liebman, J.C. and Brill, E.D. (1981). “Optimization of looped water distribution systems.”
Journal of the Environmental Engineering Division,
Vol.107, No.4, pp.665-679.
[10]. Samani, H. M. V. and Mottaghi, A. (2006).
“Optimization of water distribution networks using integer
linear programming.” Journal of Hydraulic Engineering,
Vol.132, No.5, pp.501-509.
[11]. Simpson, A.R., Dandy, G.C. and Murphy, L.J. (1994).
“Genetic algorithms compared to other techniques for
pipe optimization. Journal of Water Resources Planning
and Management, Vol.120 , No.4, pp.423-443.
[12]. Stephenson, D. (1984). “Pipeflow analysis: optimum design of branched pipe networks by linear
programming.” Developments in Water Science, Elsevier
pp.55-69.
[13]. Vairavamoorthy, K. and Ali, M. (2000). “Optimal
design of water distribution systems using genetic
algorithms”. Computer-Aided Civil and Infrastructure
Engineering, Vol.15, No.5, pp.374-382.
[14]. Zheng, F.,Simpson, A. R. and Zecchin, A. C. (2011e).
“Parametric analysis of differential evolution algorithm
applied to water distribution system optimization.” Proc.,
11th International Conference on Computing and
Control for the Water Industry (CCWI 2011), Exeter, UK.