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    Design of Pumped Water Distribution Networks with Storage 

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 001
    Author(s): T. Devi Prasad
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a method for the design of water distribution networks with various network elements such as pipes, pumps, and tanks. A steady-state genetic algorithm is used to solve the proposed single objective model. ...
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    Determination of Optimal Loss Rate Parameters and Unit Hydrograph 

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001
    Author(s): T. Devi Prasad; Rajiv Gupta; Satya Prakash
    Publisher: American Society of Civil Engineers
    Abstract: Reduction in deviation between predicted and observed runoff ordinates, and accurate estimation of loss rate parameters, have received considerable attention from many researchers. Linear programming is an optimization ...
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    Multiobjective Genetic Algorithms for Design of Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 001
    Author(s): T. Devi Prasad; Nam-Sik Park
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a multiobjective genetic algorithm approach to the design of a water distribution network. The objectives considered are minimization of the network cost and maximization of a reliability measure. In ...
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    Booster Disinfection of Water Supply Networks: Multiobjective Approach 

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 005
    Author(s): T. Devi Prasad; G. A. Walters; D. A. Savic
    Publisher: American Society of Civil Engineers
    Abstract: Booster disinfection is the addition of disinfectant at some critical locations of a water distribution network such that disinfectant residuals are maintained at a level greater than the minimum for public health. Compared ...
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    Ant Colony Optimization for Optimal Control of Pumps in Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Manuel López-Ibáñez; T. Devi Prasad; Ben Paechter
    Publisher: American Society of Civil Engineers
    Abstract: Reducing energy consumption of water distribution networks has never had more significance than today. The greatest energy savings can be obtained by careful scheduling of operation of pumps. Schedules can be defined either ...
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    Determination of Optimal Loss Rate Parameters and Unit Hydrograph 

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 004
    Author(s): Hubert J. Morel-Seytoux; T. Devi Prasad; Rajiv Gupta; Satya Prakash
    Publisher: American Society of Civil Engineers
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    Battle of the Water Calibration Networks 

    Source: Journal of Water Resources Planning and Management:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Avi Ostfeld; Elad Salomons; Lindell Ormsbee; James G. Uber; Christopher M. Bros; Paul Kalungi; Richard Burd; Boguslawa Zazula-Coetzee; Teddy Belrain; Doosun Kang; Kevin Lansey; Hailiang Shen; Edward McBean; Zheng Yi Wu; Tom Walski; Stefano Alvisi; Marco Franchini; Joshua P. Johnson; Santosh R. Ghimire; Brian D. Barkdoll; Tiit Koppel; Anatoli Vassiljev; Joong Hoon Kim; Gunhui Chung; Do Guen Yoo; Kegong Diao; Yuwen Zhou; Ji Li; Zilong Liu; Kui Chang; Jinliang Gao; Shaojian Qu; Yixing Yuan; T. Devi Prasad; Daniele Laucelli; Lydia S. Vamvakeridou Lyroudia; Zoran Kapelan; Dragan Savic; Luigi Berardi; Giuseppe Barbaro; Orazio Giustolisi; Masoud Asadzadeh; Bryan A. Tolson; Robert McKillop
    Publisher: American Society of Civil Engineers
    Abstract: Calibration is a process of comparing model results with field data and making the appropriate adjustments so that both results agree. Calibration methods can involve formal optimization methods or manual methods in which ...
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