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    Probability Density Function of Instantaneous Drag Forces and Shear Stresses on a Bed 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Bas Hofland; Jurjen A. Battjes
    Publisher: American Society of Civil Engineers
    Abstract: A probability density function (PDF) of the instantaneous bed shear stress in a turbulent flow is derived in this paper. It is argued that the shape of the PDF is similar to the PDF of the instantaneous drag forces on bed ...
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    Measurement of Fluctuating Pressures on Coarse Bed Material 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Bas Hofland; Jurjen A. Battjes; Robert Booij
    Publisher: American Society of Civil Engineers
    Abstract: Bed protections are usually characterized by low-mobility transport conditions and nonequilibrium turbulence profiles. As the present knowledge of the influence of turbulence on stability of cover layer units is minimal, ...
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    Discussion of “<i>List of Sea‐State Parameters</i>” by IAHR Working Group on Wave Generation and Analysis (November 1989, Vol. 115, No. 6) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Gerbrant Ph. van Vledder; Jurjen A. Battjes
    Publisher: American Society of Civil Engineers
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    Experimental Verification of Numerical Model for Nonlinear Wave Evolutions 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): Takumi Ohyama; Serdar Beji; Kazuo Nadaoka; Jurjen A. Battjes
    Publisher: American Society of Civil Engineers
    Abstract: Data collected from measurements in a two‐dimensional (2D) wave flume with a trapezoidal bar on a horizontal bottom are used to test the numerical model previously developed by the writers. The experiments were performed ...
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    Momentum Exchange in Straight Uniform Compound Channel Flow 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Bram C. van Prooijen; Jurjen A. Battjes; Wim S. J. Uijttewaal
    Publisher: American Society of Civil Engineers
    Abstract: Transverse exchange of momentum between the channel and the floodplain in straight uniform compound channel flow is considered in this paper. This process results in the so-called “kinematic effect,” a lowering of the total ...
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