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    Analytical Solutions for Estimating Effective Discharge 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Peter Goodwin
    Publisher: American Society of Civil Engineers
    Abstract: The concept of a dominant discharge that governs the cross-sectional and planform characteristics of a channel is used widely in stream restoration practice. This dominant discharge can be based on field measurements, a ...
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    Closure to “Analytical Solutions for Estimating Effective Discharge” by Peter Goodwin 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Peter Goodwin
    Publisher: American Society of Civil Engineers
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    NATO Workshop: New Paradigms in River and Estuarine Management 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Peter Goodwin
    Publisher: American Society of Civil Engineers
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    Stability of a General Preissmann Scheme 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Dennis A. Lyn; Peter Goodwin
    Publisher: American Society of Civil Engineers
    Abstract: The stability and convergence characteristics of a four‐point implicit finite‐difference scheme due to Preissmann, which has been widely used in open‐channel flow modeling, are examined. The analysis is made for a general ...
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    Performance of Bed-Load Transport Equations Relative to Geomorphic Significance: Predicting Effective Discharge and Its Transport Rate 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Jeffrey J. Barry; John M. Buffington; Peter Goodwin; John G. King; William W. Emmett
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies assessing the accuracy of bed-load transport equations have considered equation performance statistically based on paired observations of measured and predicted bed-load transport rates. However, transport ...
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    Unifying Criterion for the Velocity Reversal Hypothesis in Gravel-Bed Rivers 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Diego Caamaño; Peter Goodwin; John M. Buffington; Jim C. Liou; Steve Daley-Laursen
    Publisher: American Society of Civil Engineers
    Abstract: It has been hypothesized that velocity reversals provide a mechanism for maintaining pool-riffle morphology in gravel-bed rivers—an important habitat for salmonids, which are at risk in many places worldwide and that are ...
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    Application of Stokes, Cnoidal, and Fourier Wave Theories 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Rodney J. Sobey; Peter Goodwin; Robert J. Thieke; Robert J. Westberg, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: A consistent framework for the selection and application of higher‐order steady wave theories is presented. Fifth‐order formulations for cnoidal (shallow water) and the corrected Stokes (deep water) wave theories are ...
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