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    Hydraulics of Irrigation Laterals: Comparative Analysis 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Edmar J. Scaloppi; Richard G. Allen
    Publisher: American Society of Civil Engineers
    Abstract: A differential approach is applied to multiple outlet pipes with constant and continuously variable outflow. This approach simulates pressure distributions along uniform sprinkle and trickle irrigation laterals and manifolds, ...
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    Hydraulics of Center‐Pivot Laterals 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Edmar J. Scaloppi; Richard G. Allen
    Publisher: American Society of Civil Engineers
    Abstract: Analytical equations that characterize hydraulics of center‐pivot laterals with and without end‐gun sprinklers were developed. The equations include computation of pressure‐head distribution; pressure‐head loss; and maximum, ...
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    Practical Land Grading Based on Least Squares 

    Source: Journal of Irrigation and Drainage Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Edmar J. Scaloppi; Lyman S. Willardson
    Publisher: American Society of Civil Engineers
    Abstract: Practical methods for land grading design of a plane surface for rectangular and irregularly shaped fields based on a least squares analysis are presented. The least squares procedure leads to a system of three linear ...
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    Erratum: 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Edmar J. Scaloppi; Richard G. Allen
    Publisher: American Society of Civil Engineers
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    Intake Parameters from Advance and Wetting Phases of Surface Irrigation 

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Edmar J. Scaloppi; Gary P. Merkley; Lyman S. Willardson
    Publisher: American Society of Civil Engineers
    Abstract: A volume balance approach to determine the parameters of the Kostiakov or modified Kostiakov infiltration equations in border and furrow irrigation is presented. The approach requires measured data from the advance phase, ...
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