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    Surface Storage in Furrow Irrigation Evaluation 

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): D. Renault; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: Assessment of the surface storage is of great importance in hydrological surface irrigation. For the Horton infiltration law used in the ALIVE model (Advanced LInear VElocity), an accurate measurement of surface storage ...
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    ALIVE (Advance Linear Velocity): Surface Irrigation Rate Balance Theory 

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): D. Renault; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: Previously, surface irrigation hydraulic models used the principle of mass conservation to simulate the advance of water along the field and to solve the inverse problem of finding the infiltration function from measurements ...
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    Identification of Furrow Intake Parameters from Advance Times and Rates 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): E. Bautista; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: This paper analyzes the convergence of a numerical model for the quantification of lumped furrow infiltration parameters. The model minimizes the squared difference of observed and model‐predicted advance times as a function ...
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    Hydrodynamic Furrow Irrigation Model with Specified Space Steps 

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): E. Bautista; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: A complete hydrodynamic furrow irrigation model was developed that solves for time of advance as a function of distance. Solution of the system of finite‐difference equations is obtained with a shooting algorithm. After ...
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    Numerical Calculation of Infiltration in Furrow Irrigation Simulation Models 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): E. Bautista; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: The computation of wetted‐perimeter‐dependent intake in a furrow irrigation simulation model using an empirical infiltration formula was examined. Different formulations were applied under increasing and decreasing depth ...
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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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    Reliability of Optimized Furrow‐Infiltration Parameters 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): E. Bautista; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: The reliability of furrow‐infiltration parameters computed from advance measurements was analyzed. Lumped parameters were obtained using the least‐squares approach. The objective function was formulated using advance time ...
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    Optimal Management Strategies for Cutback Furrow Irrigation 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): E. Bautista; W. W. Wallender
    Publisher: American Society of Civil Engineers
    Abstract: The optimal management of a cutback‐furrow‐irrigation system with spatially variable infiltration based on an average intake function was analyzed. The problem was formulated as a cost‐minimization function subject to ...
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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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