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    Discussion of “<i>Laboratory Analysis of Mudflow Properties</i>” by Jim S. O'Brien and Pierre Y. Julien (August, 1988, Vol. 114, No. 8) 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Jerome P.‐Y. Maa
    Publisher: American Society of Civil Engineers
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    Sediment Erosion Characteristics in the Anacostia River 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Jerome P.-Y. Maa
    Publisher: American Society of Civil Engineers
    Abstract: Four in situ experiments on sediment erosion characteristics were conducted at the Anacostia River that runs through Washington, D.C. Supplemental erosion rate data were also obtained by carrying out five laboratory ...
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    Soft Mud Response to Water Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Jerome P.‐Y. Maa; Ashish J. Mehta
    Publisher: American Society of Civil Engineers
    Abstract: Motion within soft mud beds, wave‐induced bed shear stress, and wave attenuation under small amplitude waves are briefly examined using an analytic approach to gain insight into the mechanism by which coastal mud responds ...
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    Soft Mud Properties: Voigt Model 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Jerome P.‐Y. Maa; Ashish J. Mehta
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests show that the selected muds, with sediment concentration from 150 to 500 g/l, can resist shear force even after they were severely disturbed. These tests were conducted to clarify why the Voigt element, a ...
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    Effects of Bottom Friction on Wave Breaking Using RCPWAVE Model 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Jerome P.‐Y. Maa; S.‐C. Kim
    Publisher: American Society of Civil Engineers
    Abstract: The effects of bottom friction on the estimation of breaking‐wave heights, breaking locations, and breaking angles, determined by using the RCPWAVE model, were examined. We used direct and a wave‐ray approaches to simulate ...
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