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    Isolation of a 1D Infiltration Time Interval under Ring Infiltrometers for Determining Sorptivity and Saturated Hydraulic Conductivity: Numerical, Theoretical, and Experimental Approach 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author(s): E. D. Pollalis; John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: A new method for the isolation of the time interval in which cumulative double ring infiltration data strictly represents the one-dimensional (1D) infiltration is proposed. The infiltration time necessary for the wetting ...
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    Rapid Graphical Detection of Weakness Problems in Numerical Simulation Infiltration Models Using a Linearized Form Equation 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): John D. Valiantzas; E. D. Pollalis; K. X. Soulis; P. A. Londra
    Publisher: American Society of Civil Engineers
    Abstract: Recently, Valiantzas proposed a new two-parameter vertical infiltration equation that can be transformed to a linearized-form equation that essentially states that the shape of the cumulative infiltration data, when presented ...
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    Modified Form of the Extended Kostiakov Equation Including Various Initial and Boundary Conditions 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): J. D. Valiantzas; E. D. Pollalis; K. X. Soulis; P. A. Londra
    Publisher: American Society of Civil Engineers
    Abstract: The extended Kostiakov equation is intensively used in surface irrigation applications. Traditionally, the extended Kostiakov infiltration formula is calibrated for specific field conditions. However, there is a dependence ...
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