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    Engelund’s Two-Dimensional Drainage Equation for a Toe-Drain and the Dupuit-Forchheimer Drainage Equation for a Ditch: A Coincidental Match 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): E. G. Youngs
    Publisher: American Society of Civil Engineers
    Abstract: Water-table heights attributable to steady uniform surface accretion rates in drained lands overlying a horizontal impermeable bed are given analytically by Engelund’s solution for toe-drains and by the approximate ...
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    Effect of the Capillary Fringe on Steady-State Water Tables in Drained Lands. II: Effect of an Underlying Impermeable Bed 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): E. G. Youngs
    Publisher: American Society of Civil Engineers
    Abstract: A tension-saturated capillary fringe above the water table in drained lands gives rise to lower water tables than would occur in its absence. Results of a conformal mapping solution for the flow from uniform steady rainfall ...
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    Effect of the Capillary Fringe on Steady-State Water Tables in Drained Lands 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 009
    Author(s): E. G. Youngs
    Publisher: American Society of Civil Engineers
    Abstract: When the flow in the capillary fringe above the water table is taken into account in land-drainage theory, water-table heights are lower than those predicted when incident rainfall on the surface is assumed to travel ...
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    Improving Efficiency of Desalinization with Subsurface Drainage 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): E. G. Youngs; P. B. Leeds-Harrison
    Publisher: American Society of Civil Engineers
    Abstract: Desalinization of soils, by flooding the surface completely and leaching salts through subsurface drains, removes salts rapidly above the drains but only slowly midway between the drains. More uniform leaching using less ...
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    Steady-State Water-Table Depressions Caused by Evaporation in Lands Overlying a Water-Bearing Substratum 

    Source: Journal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 004
    Author(s): A. R. Kacimov; E. G. Youngs
    Publisher: American Society of Civil Engineers
    Abstract: An explicit closed-form analytical solution giving the water-table depression is obtained for the steady-state problem of seepage to a water-bearing substratum from two reservoirs separated by a strip of land over which ...
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    Dupuit-Forchheimer Analyses of Steady-State Water-Table Heights due to Accretion in Drained Lands Overlying Undulating Sloping Impermeable Beds 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): E. G. Youngs; K. R. Rushton
    Publisher: American Society of Civil Engineers
    Abstract: The Dupuit-Forchheimer approximation is used in an investigation of steady-state water-table heights due to accretion in ditch-drained lands resting on an undulating impermeable bed that slopes away from a peak midway ...
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    Steady-State Water Tables in Drained Lands Modeled Using the HYDRUS Package and Compared with Theoretical Analyses 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): S. A. Al Jabri; E. G. Youngs
    Publisher: American Society of Civil Engineers
    Abstract: Steady-state water tables above parallel lines of cylindrical drains in an infinitely deep soil with uniform surface rainfall were modeled using a computer package that considers the flow in both the groundwater and ...
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    Transient Water-Table Recession in Drained Lands Modeled Using HYDRUS and Compared with Theoretical Analyses Assuming a Succession of Momentarily Steady States 

    Source: Journal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): E. G. Youngs; S. A. Al Jabri
    Publisher: American Society of Civil Engineers
    Abstract: The transient water-table recession in lands drained by parallel lines of ditches extending down to a horizontal floor was numerically modeled for sand and silty clay when the ditch-water level was dropped from an initial ...
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