Application of Parameter-Less Rao Algorithm in Optimization of Water Distribution Networks Through Pressure-Driven Analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11269-021-02931-2.pdf
Reference36 articles.
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2. Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885–900. https://doi.org/10.1029/WR013i006p00885
3. Babu KJ (2021) Fictitious component free-pressure deficient network algorithm for water distribution network with variable minimum and required pressure-heads. Water Resour Manage 35:2585–2600. https://doi.org/10.1007/s11269-021-02852-0
4. Babu K, Vijayalakshmi D (2013) Self-adaptive PSO-GA hybrid model for combinatorial water distribution network design. J Pipeline Syst Eng Pract 4(1):57–67. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000113
5. Chung G, Lansey K (2009) Application of the shuffled frog leaping algorithm for the optimization of a general large-scale water supply system. Water Resour Manage 23:797–823. https://doi.org/10.1007/s11269-008-9300-6
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