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    V‐Notch Weir Calibration Using New Parameters 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 004
    Author(s): Robert N. Eli
    Publisher: American Society of Civil Engineers
    Abstract: Monitoring of wastewater discharge requires measurements of both quality and quantity to satisfy federal regulations. The use of 90-degree V-notch weirs to measure discharge at outfalls is common. In many instances the ...
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    Neural-Network Models of Rainfall-Runoff Process 

    Source: Journal of Water Resources Planning and Management:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Jason Smith; Robert N. Eli
    Publisher: American Society of Civil Engineers
    Abstract: Spatially distributed rainfall patterns can now be detected using a variety of remote-sensing techniques ranging from weather radar to various satellite-based sensors. Conversion of the remote-sensed signal into rainfall ...
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    Hydraulic Performance of a Steep Single Layer Riprap Drainage Channel 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Robert N. Eli; Donald D. Gray
    Publisher: American Society of Civil Engineers
    Abstract: Highway drainage channels often approach slopes of 0.5 (50%). Single layer riprap-lined channels at this slope have been constructed for highway drainage and appear to perform satisfactorily, but no quantitative information ...
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    Continuous Hydrologic Models and Curve Numbers: A Path Forward 

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 007
    Author(s): Samuel J. Lamont; Robert N. Eli; Jerald J. Fletcher
    Publisher: American Society of Civil Engineers
    Abstract: The suitability of applying the NRCS curve number (CN) to continuous runoff prediction is examined using a new technique of back-calculating CN values from the output of a complex nonlinear hydrologic model. The continuous ...
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