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    Computer Animation of Storm Surge Predictions 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Charles M. Libicki; Keith W. Bedford
    Publisher: American Society of Civil Engineers
    Abstract: With the proliferation of low‐cost graphics systems and small computers, high‐quality computer graphic representation of the modeling of geophysical flow is feasible. In this work, storm surge activity on Lake Erie is ...
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    Skill Tests and Parametric Statistics for Model Evaluation 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): J. Steven Dingman; Keith W. Bedford
    Publisher: American Society of Civil Engineers
    Abstract: A series of traditional statistical methods and nonparametric skill tests are assembled into a model statistical analysis program (MSAP) with the intent of evaluating their ability to verify surface water models. Using two ...
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    Effect of Storms and Gage Location on Tributary Load Estimate 

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Keith W. Bedford; David J. Mark
    Publisher: American Society of Civil Engineers
    Abstract: Monthly and annual pollution loads delivered to Great Lakes receiving waters are made from data often collected far upstream of the mixing zone at the tributary receiving water confluence. The reliability of confluence ...
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    Dynamic Advective Water Quality Model for Rivers 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Keith W. Bedford; Robert M. Sykes; Charles Libicki
    Publisher: American Society of Civil Engineers
    Abstract: A dynamic water quality model for storm induced flows in rivers is presented. The hydrodynamic portion is solved by a four‐point implicit Newton‐Raphson procedure, while the water quality code is formulated with a ...
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    Storm and Entrainment Effects on Tributary Sediment Loads 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Deborah H. Lee; Keith W. Bedford; Chieh‐Cheng J. Yen
    Publisher: American Society of Civil Engineers
    Abstract: A two‐dimensional, multiclass‐size sediment transport model with source/sink terms for erosion and deposition, and a sediment bed model were developed and applied to Sandusky Bay, Ohio to study the transport of fine sand, ...
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    Sediment Entrainment and Deposition Measurements in Long Island Sound 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Keith W. Bedford; Onyx Wai; Charles M. Libicki; Robert Van Evra, III
    Publisher: American Society of Civil Engineers
    Abstract: Entrainment and deposition fluxes were measured in Central Long Island Sound. Data were collected with a 3‐MHz acoustic transceiver range gated to sample the sediment concentration in 1‐cm intervals in the bottom 70 cm of ...
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    Performance Evaluation of Surface Water Transport and Dispersion Models 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 008
    Author(s): John D. Ditmars; E. Eric Adams; Keith W. Bedford; Dennis E. Ford
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this paper is to identify, collate, and define the procedures required to evaluate the performance of an analytical or numerical surface water model. The essential elements are: Identification of the ...
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