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    Discussion of “<i>Friction Slope Averaging in Backwater Calculations</i>” by Eric M. Laurenson (December, 1986, Vol. 112, No. 12) 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Günther J. Seus
    Publisher: American Society of Civil Engineers
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    Analytical Model of Level Basin Irrigation 

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): Gerd H. Schmitz; Günther J. Seus
    Publisher: American Society of Civil Engineers
    Abstract: A zero‐inertia model is presented to study surface irrigation. The model is based on an analytical solution of the slightly modified zero‐inertia differential equations for level borders and does not contain any restrictions ...
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    Mathematical Zero‐Inertia Modeling of Surface Irrigation: Advance in Borders 

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Gerd H. Schmitz; Günther J. Seus
    Publisher: American Society of Civil Engineers
    Abstract: A basis for comprehensive analytical models, equations, and their solutions for border or furrow irrigation advance is derived. This basis consists of an analytical solution of the zero‐inertia (ZI) differential equations, ...
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    Mathematical Zero‐Inertia Modeling of Surface Irrigation: Advance in Furrows 

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Gerd H. Schmitz; Günther J. Seus
    Publisher: American Society of Civil Engineers
    Abstract: A zero‐inertia (ZI) model for irrigation advance in furrows (ZIFA) is developed. It is based on an analytical solution of the ZI differential equations and accounts for three principally different approaches to describe ...
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