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Apr 26, 2012
Direct Bed Shear Stress Measurements in Bore-Driven Swash and Swash Interactions
Authors: Matthew P. Barnes [email protected] and Tom E. Baldock [email protected]Author Affiliations
Publication: Coastal Sediments '07
Abstract
Bore-driven swash and swash interactions are investigated experimentally. Direct bed shear stress measurements suggest bore/swash backwash interactions act to interrupt backwash (seaward) sediment transport. Catch up and absorption causes landward directed bed shear force (enhanced by impact forces onto the bed) of a short duration that does not follow the measured flow velocity trend. A single swash interaction is likely to restrict seaward direct transport and/or suspend sediment in large volumes but not directly contribute to the landward advection of sediment. Bore-driven swash hydrodynamics for a single swash event were predicted well using a non-linear shallow water wave equation model. In the mid-swash region measured uprush bed shear stress was predicted well using the drag law estimate with constant friction factor Cf approx.0.02. A smaller or time-varying Cf is required to accurately predict measured backwash bed shear stress.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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University of Queensland, Department of Civil Engineering, Brisbane, Queensland, 4072, Australia. E-mail: [email protected]
University of Queensland, Department of Civil Engineering, Brisbane, Queensland, 4072, Australia. E-mail: [email protected]
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