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    Discussion of “Effect of Seepage-Induced Nonhydrostatic Pressure Distribution on Bed-Load Transport and Bed Morphodynamics” by Simona Francalanci, Gary Parker, and Luca Solari 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Tom E. Baldock; Peter Nielsen
    Publisher: American Society of Civil Engineers
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    Physical and Numerical Modeling of Wave-by-Wave Overtopping along a Truncated Plane Beach 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021025-1
    Author(s): Muhammad S. I. Ibrahim; Tom E. Baldock
    Publisher: ASCE
    Abstract: Wave-by-wave and cumulative overtopping data from fixed planar impermeable smooth beaches will be presented from random wave experiments and compared with predictions from two nonlinear shallow water equations (NLSWE) ...
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    Influence of Grain Size on Sediment Transport during Initial Stages of Horizontal Dam Break–Type Flows 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume (0145):;issue:003
    Author(s): Ilya K. Othman;Zhonglian Jiang;Tom E. Baldock
    Publisher: American Society of Civil Engineers
    Abstract: The influence of grain size on sediment transport during the initial stages of dam break–type flows over horizontal mobile sediment beds was investigated through dimensional analysis and experiments. A new dimensional ...
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    Influence of Grain Size on Sediment Transport during Initial Stages of Horizontal Dam Break–Type Flows 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Ilya K. Othman; Zhonglian Jiang; Tom E. Baldock
    Publisher: American Society of Civil Engineers
    Abstract: The influence of grain size on sediment transport during the initial stages of dam break–type flows over horizontal mobile sediment beds was investigated through dimensional analysis and experiments. A new dimensional ...
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