Algorithm for Reliability‐Based Optimal Design of Water Networks
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[1] I. Goulter,et al. Implications of Head Loss Path Choice in the Optimization of Water Distribution Networks , 1986 .
[2] K. Lansey,et al. Reliability‐Based Optimization Model for Water Distribution Systems , 1987 .
[3] Uri Shamir,et al. An Analytic Approach to Scheduling Pipe Replacement , 1979 .
[4] Malachy Carey,et al. Bounds on expected performance of networks with links subject to failure , 1984, Networks.
[5] D. H. Marks,et al. Water Distribution Reliability: Analytical Methods , 1988 .
[6] O. Fujiwara,et al. A modified linear programming gradient method for optimal design of looped water distribution networks , 1987 .
[7] U. Shamir,et al. Reply [to “Comment on ‘Design of optimal water distribution systems’ by E. Alperovits and U. Shamir”] , 1979 .
[8] I. C. Goulter,et al. Quantitative Approaches to Reliability Assessment in Pipe Networks , 1986 .
[9] I. C. Goulter. Current and future use of systems analysis in water distribution network design , 1987 .
[10] Hanif D. Sherali,et al. Linear Programming and Network Flows , 1977 .
[11] U. Shamir,et al. Design of optimal water distribution systems , 1977 .
[12] Ian C. Goulter,et al. Joint Consideration of Pipe Breakage and Pipe Flow Probabilities , 1987 .
[13] William F. Rowell,et al. Obtaining the Layout of Water Distribution Systems , 1982 .