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    Three-Dimensional Simulation of Scour-Inducing Flow at Bridge Piers 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): John E. Richardson; Vijay G. Panchang
    Publisher: American Society of Civil Engineers
    Abstract: Presently available formulas for estimating the maximum depth of scour near bridge piers often lead to unreliable results. A fully three-dimensional hydrodynamic model is therefore used in this study to simulate the flow ...
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    Field Verification of a Computational Fluid Dynamics Model for Wave Transformation and Breaking in the Surf Zone 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Sreenivasa C. Chopakatla; Thomas C. Lippmann; John E. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: The commercial computational fluid dynamics model FLOW-3D (Flow Science, Inc., Santa Fe, N.M.) is used to simulate two-dimensional wave transformation and breaking across a naturally barred beach profile. Fine scale pressures ...
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