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    Optimal Design of Branched Water Supply Networks 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Anand V. Chiplunkar; P. Khanna
    Publisher: American Society of Civil Engineers
    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 ...
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    Closure to “<i>Optimal Design of Branched Water Supply Networks</i>” by Anand V. Chiplunkar and P. Khanna (June, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Anand V. Chiplunkar; P. Khanna
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Optimization of Refuse Collection Systems</i>” by Anand V. Chiplunkar, S. L. Mehndiratta, and P. Khanna (December, 1981) 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Anand V. Chiplunkar; S. L. Mehndiratta; P. Khanna
    Publisher: American Society of Civil Engineers
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    Looped Water Distribution System Optimization for Single Loading 

    Source: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Anand V. Chiplunkar; S. L. Mehndiratta; P. Khanna
    Publisher: American Society of Civil Engineers
    Abstract: An optimization algorithm employing a nonlinear programming technique (Davidon‐Fletcher‐Powell method) has been developed for the design of large real‐life urban water‐distribution systems for a single loading. Using the ...
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