Formation and development of a breaker bar under regular waves. Part 1: Model description and hydrodynamics |
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| Affiliation: | 1. Department of Mechanical Engineering, Technical University of Denmark, Nils Koppels Alle, Bygn. 403, 2800 Kgs Lyngby, Denmark;2. Coastal Structure and Waves, Deltares, Rotterdamseweg 185, 2629HD Delft, The Netherlands;1. Department of Civil and Environmental Engineering, Rice University, Houston, TX, United States;2. Institute for Computational Engineering Sciences, The University of Texas, Austin, TX, United States;3. Department of Aerospace Engineering and Engineering Mechanics, The University of Texas, Austin, TX, United States;4. Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Raleigh, NC, United States;1. Department of Mathematics, University of Oslo, P.O. Box 1053 Blindern, 0316 Oslo, Norway;2. Norwegian Geotechnical Institute (NGI), P.O. Box. 3930 Ullevål Stadion, N-0806 Oslo, Norway;1. Marine Geosciences Division, Naval Research Laboratory, Code 7440.3, Bldg 1005, Stennis Space Center, MS 39529-5004, USA;2. Oceanography Division, 1009 Balch Blvd, Naval Research Laboratory, Stennis Space Center, MS 39529, USA;1. Technical University of Denmark, Department of Mechanical Engineering, DK-2800 Kgs. Lyngby, Denmark;2. Deltares, Department of Coastal Structures and Waves, Rotterdamseweg 185, 2629 HD Delft, The Netherlands;1. School of Marine Science and Engineering, Plymouth University, Plymouth, United Kingdom;2. Department of Physical Oceanography, CICESE, Ensenada, Mexico |
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| Abstract: | In this work a detailed hydrodynamic model is presented, which is used for the study of cross-shore sediment transport and morphodynamics in two dimensions. The model is described in the framework of the generally unstructured, finite volume method. Considerable emphasis is put on those subtleties in the morphological formulation, which are required to achieve mass conservation for the amount of sediment in the bed and in suspension.In this first part of two, the hydrodynamic description over the cross-shore profile is presented. The model is validated against an experiment with detailed measurements of the free surface and turbulence over a fixed breaker bar profile. A test matrix covering a large interval of the surf similarity parameter is simulated, and the phase lag between the breakpoint and the initiation of the setup is described. The relation of this phase lag to a cross-shore delay in dissipation of organised energy into turbulence is described. The relation of this phase lag to the distribution of the location of maxima in bed shear stresses and magnitude of the undertow is also described.Furthermore, processes in the hydrodynamics, which will have a smoothing effect on the mean cross-shore sediment transport and morphodynamic response are considered.All simulations are presented for regular waves and for values of the deep-water surf similarity parameter, ζ0, in the range from 0.08 to 1.19, i.e. covering both spilling and plunging breakers. |
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