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    Discussion of “Dealing with Zero Flows in Solving the Nonlinear Equations for Water Distribution Systems” by Sylvan Elhay and Angus R. Simpson 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Nikolai B. Gorev; Inna F. Kodzhespirova
    Publisher: American Society of Civil Engineers
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    Method to Cope with Zero Flows in Newton Solvers for Water Distribution Systems 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): Nikolai B. Gorev; Inna F. Kodzhespirov; Yuriy Kovalenko; Eugenio Prokhorov; Gerardo Trapaga
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents and discusses a simple method to deal with zero flows in Newton solvers for water distribution systems, in particular in a previously published global gradient algorithm. The method consists in replacing ...
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    Experimental Analysis of Hydraulic Solver Convergence with Genetic Algorithms 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): Yuriy Kovalenko; Nikolai B. Gorev; Inna F. Kodzhespirova; Rogelio Álvarez; Eugenio Prokhorov; Alfredo Ramos
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for the experimental convergence evaluation of a hydraulic-network solver is proposed, based on using genetic algorithms to search for network parameter values that maximize the number of iterations of the ...
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    Pseudotransient Continuation-Based Steady State Solver: Extension to Zero Flow Rates 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Rogelio Álvarez; Nikolai B. Gorev; Inna F. Kodzhespirova; Yuriy Kovalenko; Eugenio Prokhorov; Alfredo Ramos
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents and discusses an extension of the pseudotransient continuation-based steady state solver for hydraulic networks proposed previously to the case of zero flow rates. The original solver, which reduces the ...
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    Erratum for “Method to Cope with Zero Flows in Newton Solvers for Water Distribution Systems” by Nikolai B. Gorev, Inna F. Kodzhespirov, Yuriy Kovalenko, Eugenio Prokhorov, and Gerardo Trapaga 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Nikolai B. Gorev; Inna F. Kodzhespirova; Yuriy Kovalenko; Eugenio Prokhorov; Gerardo Trapaga
    Publisher: American Society of Civil Engineers
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    Closure to “Method to Cope with Zero Flows in Newton Solvers for Water Distribution Systems” by Nikolai B. Gorev, Inna F. Kodzhespirov, Yuriy Kovalenko, Eugenio Prokhorov, and Gerardo Trapaga 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Nikolai B. Gorev; Inna F. Kodzhespirova; Yuriy Kovalenko; Eugenio Prokhorov; Gerardo Trapaga
    Publisher: American Society of Civil Engineers
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    Simulating Control Valves in Water Distribution Systems as Pipes of Variable Resistance 

    Source: Journal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 011
    Author(s): Gorev Nikolai B.;Gorev Vyacheslav N.;Kodzhespirova Inna F.;Shedlovsky Igor A.;Sivakumar P.
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simple valve simulation method integrable into the global gradient algorithm (GGA), which is widely used in hydraulic analysis of water distribution systems. In the proposed method, valves are treated ...
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    Pseudotransient Continuation Method in Extended Period Simulation of Water Distribution Systems 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Rogelio Álvarez; Nikolai B. Gorev; Inna F. Kodzhespirova; Yuriy Kovalenko; Salvador Negrete; Alfredo Ramos; José J. Rivera
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents and discusses a new static solver that implements the pseudotransient continuation method for the quasi-steady state analysis, or extended-period simulation of water distribution systems. The implementation ...
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    Dynamic Pressure-Dependent Simulation of Water Distribution Networks Considering Volume-Driven Demands Based on Noniterative Application of EPANET 2 

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 006
    Author(s): P. Sivakumar; Nikolai B. Gorev; Tiku T. Tanyimboh; Inna F. Kodzhespirova; C. R. Suribabu; T. R. Neelakantan
    Publisher: ASCE
    Abstract: EPANET 2 software has been widely used among researchers and practitioners from its inception for hydraulic analysis. This technical note presents a method to simulate pressure-dependent volume-based demands in a single ...
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