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    Optimal Pump Scheduling in Water Distribution Systems Using Graph Theory under Hydraulic and Chlorine Constraints 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Eyal Price; Avi Ostfeld
    Publisher: American Society of Civil Engineers
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    Discrete Pump Scheduling and Leakage Control Using Linear Programming for Optimal Operation of Water Distribution Systems 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Eyal Price; Avi Ostfeld
    Publisher: American Society of Civil Engineers
    Abstract: Pump station scheduling is a major issue in optimal water system operation. Pump operation may be of an on/off form or of a fluctuating form using a variable-frequency drive (VFD). This research proposes an iterative linear ...
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    Successive Linear Programming Approach Applied to BBLAWN 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Eyal Price; Avi Ostfeld
    Publisher: American Society of Civil Engineers
    Abstract: The battle of background leakage assessment for water networks (BBLAWN) challenge was approached using successive linear programming. A linear representation was solved successively for the nonlinear constraints of headloss, ...
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    Graph Theory Modeling Approach for Optimal Operation of Water Distribution Systems 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Eyal Price; Avi Ostfeld
    Publisher: American Society of Civil Engineers
    Abstract: A graph theory-based algorithm is demonstrated for optimal pump scheduling of two example application water networks. The hydraulic part of the problem is solved using a dedicated and efficient hydraulic solver. The pump ...
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    Successive Linear Programming Approach Applied to BBLAWN 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Eyal Price; Avi Ostfeld
    Publisher: American Society of Civil Engineers
    Abstract: The battle of background leakage assessment for water networks (BBLAWN) challenge was approached using successive linear programming. A linear representation was solved successively for the nonlinear constraints of headloss, ...
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    Iterative Linearization Scheme for Convex Nonlinear Equations: Application to Optimal Operation of Water Distribution Systems 

    Source: Journal of Water Resources Planning and Management:;2013:;Volume ( 139 ):;issue: 003
    Author(s): Eyal Price; Avi Ostfeld
    Publisher: American Society of Civil Engineers
    Abstract: Convex equations exist in different fields of research. As an example are the Hazen-Williams or Darcy-Weisbach head-loss formulas and chlorine decay in water supply systems. Pure linear programming (LP) cannot be directly ...
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    A Graph Theory-Based Layout Algorithm for PRVs Placement and Setpoint Determination in Water Distribution Systems 

    Source: Journal of Water Resources Planning and Management:;2022:;Volume ( 148 ):;issue: 004:;page 04022005
    Author(s): Eyal Price; Avi Ostfeld
    Publisher: ASCE
    Abstract: This paper presents a new valve positioning algorithm (VPA) for water network pressure reduction. The proposed algorithm is a graph theory-based algorithm combined with EPANET2.2 to position pressure-reducing valves (PRVs) ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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