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    Flow Resistance of Vegetated Weirlike Obstacles during High Water Stages 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author(s): Shahid Ali; Wim S. J. Uijttewaal
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to estimate, model, and parameterize the form drag due to vegetated weirlike obstacles. An experimental study has been carried out for validation purposes. The prototype weirlike structure ...
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    Assessment of a River Reach for Environmental Fluid Dynamics Studies 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Alexander N. Sukhodolov; Wim S. J. Uijttewaal
    Publisher: American Society of Civil Engineers
    Abstract: Turbulence is the fundamental mechanism governing energy transfer in river flows that was conventionally examined in laboratory flumes. Recently, a trend has been observed for constructing larger scale and outdoor facilities ...
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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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