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Cited 26 time in webofscience Cited 28 time in scopus
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Simulation of the nonlinear dynamic interactions between waves, a submerged breakwater and the seabed

Authors
Hur, Dong-SooKim, Chang-HoonKim, Do-SamYoon, Jong-Sung
Issue Date
Apr-2008
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Keywords
direct numerical simulation; wave-breakwater-seabed interaction; maximum pore water pressure; streamline; uplift pressure
Citation
OCEAN ENGINEERING, v.35, no.5-6, pp 511 - 522
Pages
12
Indexed
SCIE
SCOPUS
Journal Title
OCEAN ENGINEERING
Volume
35
Number
5-6
Start Page
511
End Page
522
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/27446
DOI
10.1016/j.oceaneng.2007.12.002
ISSN
0029-8018
Abstract
This study employed direct numerical simulation to simulate the fully nonlinear interaction between the water waves, the submerged breakwater, and the seabed under differing wave conditions. In the numerical simulation, the laminar flow condition in the seabed was applied to evaluate the more exact fluid resistance acting on the porous media. Varying incident wave conditions were applied to the flow field resulting from the wave-structure-seabed interaction, and the variation in the pore water pressure beneath the submerged breakwater was investigated along the cross-section of the submerged breakwater. Structural safety and scouring were also considered on the basis of the numerical results for the flow field around the structure and the variation of the pore water pressure. (c) 2007 Elsevier Ltd. All rights reserved.
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해양과학대학 (해양토목공학과)
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