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    Discussion of “<i>Surface‐Irrigation Nonlinear Optimization Models</i>” by Eduardo A. Holzapfel and Miguel A. Mariño (August, 1987, Vol. 113, No. 3) 

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): J. Mohan Reddy; Wayne Clyma
    Publisher: American Society of Civil Engineers
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    Furrow Irrigation Runoff: A Linear Systems Approach 

    Source: Journal of Irrigation and Drainage Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Subramaniaiyer Sritharan; Wayne Clyma; Everett V. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: When a linear flood routing approach is taken for furrow irrigation runoff, the problem of delay in system response is confronted. This was dealt with by a constant response‐variable delay linear model, and the corresponding ...
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    On‐Farm Application System Design and Project‐scale Water Management 

    Source: Journal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Subramania Iyer Sritharan; Wayne Clyma; Everett V. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: Project‐scale optimal on‐farm designs considering total water availability and also the variability in the on‐farm parameters are obtained using a two‐stage programming approach in a mode of maximizing the net benefits ...
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    Sizing of Terminal Units in Surface Irrigation Projects: I 

    Source: Journal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 001
    Author(s): Subramania Iyer Sritharan; Wayne Clyma; Everett V. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: The problem of optimal turnout area size is analyzed using an approach common to the casual processes theory (CPT) of mathematical sociology and to the systems engineering approach. The three basic CPT models with different ...
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    Sizing of Terminal Units in Surface Irrigation Projects: II 

    Source: Journal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 001
    Author(s): Subramania Iyer Sritharan; Everett V. Richardson; Wayne Clyma
    Publisher: American Society of Civil Engineers
    Abstract: The terminal area process models were used to assess the benefit streams of irrigation projects considering the dynamics of water receipts by farmers. The terminal area processes affect the production performance critically, ...
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