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    A Model for Flow Over Two‐Dimensional Bed Forms 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 004
    Author(s): S. R. McLean; J. Dungan Smith
    Publisher: American Society of Civil Engineers
    Abstract: When non‐cohesive sediment is set in motion by a unidirectional flow, waves of sand often result; moreover, these waves typically are asymmetrical with steep lee faces that produce flow separation. Behind each wave, a wake ...
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    Model for Calculating Bed Load Transport of Sediment 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): Patricia L. Wiberg; J. Dungan Smith
    Publisher: American Society of Civil Engineers
    Abstract: A bed load transport model based on the mechanics of sediment moving by saltation yields predicted values of bed load flux as a function of boundary shear stress, grain diameter and density. The parameters required to ...
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    Test of a Method to Calculate Near-Bank Velocity and Boundary Shear Stress 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Jason W. Kean; Roger A. Kuhnle; J. Dungan Smith; Carlos V. Alonso; Eddy J. Langendoen
    Publisher: American Society of Civil Engineers
    Abstract: Detailed knowledge of the flow and boundary shear stress fields near the banks of natural channels is essential for making accurate calculations of rates of near-bank sediment transport and geomorphic adjustment. This paper ...
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