Optimal Design of Branched Water Supply Networks
- 1 June 1983
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Environmental Engineering
- Vol. 109 (3) , 604-618
- https://doi.org/10.1061/(asce)0733-9372(1983)109:3(604)
Abstract
A rational procedure for the optimization of branched water supply networks is developed in closed form. Two case studies are presented to illustrate the procedure for the optimal design of complete gravity systems and direct pumping systems.Keywords
This publication has 13 references indexed in Scilit:
- Noncomputer Optimization of Single-Source NetworksJournal of the Environmental Engineering Division, 1978
- Modified Hazen-Williams FormulaJournal of the Environmental Engineering Division, 1978
- Optimization of Water Distribution Network SystemsJournal of the Environmental Engineering Division, 1976
- Cost Optimization of Rural Water SystemsJournal of the Hydraulics Division, 1976
- Least Cost Design of Branched Pipe Network SystemJournal of the Environmental Engineering Division, 1974
- Equivalent Pipe Methods for Optimizing Water Networks—Facts and FallaciesJournal of the Environmental Engineering Division, 1974
- Least-Cost Design of Water Distribution SystemsJournal of the Hydraulics Division, 1973
- A Quadratically Convergent Newton-Like Method Based Upon Gaussian EliminationSIAM Journal on Numerical Analysis, 1969
- Economic AnalysisPublished by Springer Nature ,1965
- Analysis of Distribution Networks by Balancing Equivalent Pipe LengthsJournal AWWA, 1961