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| Title: | MODELING OF WAVE INTERACTION WITH COMPLEX COASTAL STRUCTURES USING AN ENHANCED VOF MODEL | |
| DOI No: | 10.1142/9789812701916_0046 | |
| Source: | COASTAL ENGINEERING 2004 (pp 581-593) | |
| Author(s): | FENGYAN SHI
Center for Applied Coastal Research, University of Delaware, Newark, DE 19716, USA QUN ZHAO Center for Applied Coastal Research, University of Delaware, Newark, DE 19716, USA JAMES T. KIRBY Center for Applied Coastal Research, University of Delaware, Newark, DE 19716, USA DAL SOO LEE Korean Ocean Research and Development Institute, Ansan P.O. Box 29, Seoul 425-600, Korea SEUNG NAM SEO Korean Ocean Research and Development Institute, Ansan P.O. Box 29, Seoul 425-600, Korea |
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| Abstract: | Based on the 2-D VOF model RIPPLE which was originally developed at Los Alamos National Laboratory (Kothe, et al., 1991), a Spatial-Filtered Navier Stokes (SFNS)-based model with the multi-scale k - l turbulence closure (Zhao, et al., 2004) is developed with the aim to simulate wave interaction with complex coastal structures. Flows in porous structures are calculated using the Darcy spatial-averaged Navier-Stokes equations with drag force terms. The model is validated using measured data and then applied to simulations of wave interaction with a ported caisson breakwater which includes multi-layered porous structures, solid structures and flow conduits. | |
| Full Text: | View full text in PDF format (667KB) | |
| TOC: | Back to Table of Contents | |
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