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    Analytical Model of Surge Flow in Nonprismatic Permeable Channels and Its Application in Arid Regions 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): A. Philipp; G. H. Schmitz; R. Liedl
    Publisher: American Society of Civil Engineers
    Abstract: A surge running down a dry wadi bed as a consequence of a controlled water release from a reservoir—e.g., for artificial groundwater recharge—represents a free boundary problem. After some time, when aiming for groundwater ...
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    Analytical Solution to the Zero-Inertia Problem for Surge Flow Phenomena in Nonprismatic Channels 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): G. H. Schmitz; R. Liedl; R. E. Volker
    Publisher: American Society of Civil Engineers
    Abstract: Surge flow phenomena, e.g., as a consequence of a dam failure or a flash flood, represent free boundary problems. The extending computational domain together with the discontinuities involved renders their numerical solution ...
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    Efficient Solution of the Coupled One-Dimensional Surface—Two-Dimensional Subsurface Flow during Furrow Irrigation Advance 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Th. Wöhling; A. Fröhner; G. H. Schmitz; R. Liedl
    Publisher: American Society of Civil Engineers
    Abstract: Physically based modeling of the coupled one-dimensional surface and two-dimensional (2D) subsurface flow during furrow irrigation advance often causes numerical instabilities and nonconvergence problems. This is particularly ...
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