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    Optimization Models for Wastewater Reuse in Irrigation 

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Abbas Afshar; Miguel A. Mariño
    Publisher: American Society of Civil Engineers
    Abstract: Mathematical models are formulated to develop management guidelines for an integrated wastewater reuse plan involving the use of reclaimed wastewater to irrigate summer crops. A linear‐programming allocation model is used ...
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    Optimizing Spillway Capacity with Uncertainty in Flood Estimator 

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Abbas Afshar; Miguel A. Mariño
    Publisher: American Society of Civil Engineers
    Abstract: The spillway design flood is a function of social, moral, economic, and technological restrictions. Given the significant initial cost of a spillway and the very high cost of dam failure and downstream damages, the economic ...
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    Reservoir Planning for Irrigation District 

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Abbas Afshar; Miguel A. Mariño; Ahmad Abrishamchi
    Publisher: American Society of Civil Engineers
    Abstract: A mixed integer linear optimization model for river basin development for irrigation is presented. The model is a chance‐constrained optimization model that considers the interactions between design and operation parameters ...
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    Optimizing River Diversion under Hydraulic and Hydrologic Uncertainties 

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Abbas Afshar; Ahmad Barkhordary; Miguel A. Mariño
    Publisher: American Society of Civil Engineers
    Abstract: Flood diversion during dam construction has a major influence on the construction period, and its cost represents a significant part of the total project cost. In general, selection of diversion system capacity and the ...
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    Cooperative Game Theoretic Framework for Joint Resource Management in Construction 

    Source: Journal of Construction Engineering and Management:;2014:;Volume ( 140 ):;issue: 003
    Author(s): Sadegh Asgari; Abbas Afshar; Kaveh Madani
    Publisher: American Society of Civil Engineers
    Abstract: Subcontractors have a significant role in the construction industry. Through involvement at different levels, subcontractors may undertake up to 90% of the total value of large construction projects. Due to the lack of ...
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    Surrogate-Based Multiperiod, Multiobjective Reservoir Operation Optimization for Quality and Quantity Management 

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Motahareh Saadatpour; Abbas Afshar; Samuel Sandoval Solis
    Publisher: ASCE
    Abstract: Deriving optimal reservoir operation rules in a selective withdrawal framework (SWF) considering quality and quantity objectives is a challenging problem due to its computational burdens. To overcome the computational ...
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    Large-Scale Nonlinear Conjunctive Use Optimization Problem: Decomposition Algorithm 

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Abbas Afshar; Ali Zahraei; Miguel A. Mariño
    Publisher: American Society of Civil Engineers
    Abstract: A cyclic storage (CS) system is defined as physically-integrated and operationally interconnected surface water and groundwater subsystems with full direct interactions between the subsystems. The proposed definition treats ...
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    Joint Operation of Surface and Groundwater to Improve Sustainability Index as Irrigation System Performance: Cyclic Storage and Standard Conjunctive Use Strategies 

    Source: Journal of Water Resources Planning and Management:;2022:;Volume ( 148 ):;issue: 009:;page 04022046
    Author(s): Mina Khosravi; Abbas Afshar; Amir Molajou; Sam Sandoval-Solis
    Publisher: ASCE
    Abstract: A cyclic storage (CS) system is an extension to standard conjunctive use (SCU) of surface water (SW) and groundwater (GW) in which the SW bodies and GW aquifer(s) are treated as physically interconnected and operationally ...
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    Optimization of Hydropower Plant Integration in Water Supply System 

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Abbas Afshar; Fethi Ben Jemaa; Miguel A. Mariño
    Publisher: American Society of Civil Engineers
    Abstract: An optimization model is presented for determining the optimal design capacities of a water delivery system integrating small hydropower plants. A discrete distance model of the transmission pipeline is solved by employing ...
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    Optimal Design and Operation of Irrigation Pumping Stations 

    Source: Journal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): Mahdi Moradi-Jalal; Miguel A. Mariño; Abbas Afshar
    Publisher: American Society of Civil Engineers
    Abstract: A methodology based on solving a large-scale nonlinear programming problem is presented for the optimal design and operation of pumping stations. Optimum design and operation refers to the selection of pump type, capacity, ...
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