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    Fitting Procedures for the Log‐Boughton Distribution 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Walter C. Boughton; Edward D. Shirley
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes a procedure for direct, optimal fitting of the log‐Boughton frequency distribution to either complete sets or subsets of annual flood data. The analytical basis and derivation of the procedure are given. ...
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    Closure to “<i>Normal‐Depth Calculations in Complex Channel Sections</i>” by Edward D. Shirley and Vicente L. Lopes (March/April, 1991, Vol. 117, No. 2) 

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Edward D. Shirley; Vicente L. Lopes
    Publisher: American Society of Civil Engineers
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    Computation of Flow Transitions in Open Channels with Steady Uniform Lateral Inflow 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Vicente L. Lopes; Edward D. Shirley
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure is developed for quickly and accurately finding the location and flow depth of a flow transition (critical control section) in open channels with discharge gradually varying along the channel length. ...
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    Normal‐Depth Calculations in Complex Channel Sections 

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Edward D. Shirley; Vicente L. Lopes
    Publisher: American Society of Civil Engineers
    Abstract: The general problem of solving for normal flow depth in open‐channel flow has a complication in that some types of channel cross sections do not always have a unique solution. This paper analyzes an alternative iterative ...
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    Approximate Form of Green‐Ampt Infiltration Equation 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Jeffry J. Stone; Richard H. Hawkins; Edward D. Shirley
    Publisher: American Society of Civil Engineers
    Abstract: We develop an approximation of the Green‐Ampt infiltration equation by using the first two terms of a Taylor‐series expansion of the equation. The resulting approximate equation is in the form of the Philip's equation, ...
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