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    Furrow Irrigation Simulation Time Reduction 

    Source: Journal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Mohammad Rayej; Wesley W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: Temporal and spatial changes in the flow profile decrease with time under furrow irrigation, and these slow changes suggest modifications in the simulation methods. Geometrically increasing time steps and node deletion at ...
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    Furrow Model with Specified Space Intervals 

    Source: Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Mohammad Rayej; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: A complete furrow irrigation model was developed based on the cumulative solution of the volume balance equation, rather than the incremental solution. Space intervals were given (constant or variable) to allow infiltration ...
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    Closure to “<i>Furrow Irrigation Simulation Time Reduction</i>” by Mohammad Rayej and Wesley W. Wallender (June, 1985, Vol. 111, No. 2) 

    Source: Journal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Mohammad Rayej; Wesley W. Wallender
    Publisher: American Society of Civil Engineers
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    Time Solution of Kinematic‐Wave Model with Stochastic Infiltration 

    Source: Journal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Mohammad Rayej; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: A kinematic‐wave furrow model with spatial variability of infiltration is developed to solve directly for advance times. In addition, infiltration varies with wetted perimeter. During advance, the system of nonlinear ...
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    Shooting Method for Saint Venant Equations of Furrow Irrigation 

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): W. W. Wallender; Mohammad Rayej
    Publisher: American Society of Civil Engineers
    Abstract: Flow in surface irrigation is subcritical and downstream conditions can propagate upstream. The shooting or initial‐value method started from the downstream end and proceeded upstream against the flow. Saint Venant ...
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    Climate Driven Water Resources Model of the Sacramento Basin, California 

    Source: Journal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 005
    Author(s): David Yates; David Purkey; Jack Sieber; Annette Huber-Lee; Hector Galbraith; Jordan West; Susan Herrod-Julius; Chuck Young; Brian Joyce; Mohammad Rayej
    Publisher: American Society of Civil Engineers
    Abstract: A climate-driven water resource model of California’s Sacramento River Basin (SACB) is presented, based on the Water Evaluation and Planning model Version 21 (WEAP21). The model’s configuration, calibration, testing, and ...
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