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    Discussion of “<i>Computation of Dynamic Waves in Channel Networks</i>” by Ian B. Joliffe (October, 1984) 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Chintu Lai; Raymond W. Schaffranek
    Publisher: American Society of Civil Engineers
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    Friction-Term Response to Boundary-Condition Type in Flow Models 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Raymond W. Schaffranek; Chintu Lai
    Publisher: American Society of Civil Engineers
    Abstract: The friction-slope term in the unsteady open-channel flow equations is examined using two numerical models based on different formulations of the governing equations and employing different solution methods. The purposes ...
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    Simulating Effects of Highway Embankments on Estuarine Circulation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Jonathan K. Lee; Raymond W. Schaffranek; Robert A. Baltzer
    Publisher: American Society of Civil Engineers
    Abstract: A two‐dimensional, depth‐averaged, finite‐difference, numerical model was used to simulate tidal circulation and mass transport in the Port Royal Sound, South Carolina, estuarine system. The purpose of the study was to ...
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