Journal of Ocean Engineering and Technology (한국해양공학회지)

Korean Society of Ocean Engineers (한국해양공학회)
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Numerical Simulation of Fully Nonlinear Free-Surface Flow around Seawall with Slope

경사면을 갖는 월파형 구조물 주위의 비선형성 자유표면류의 수치 시뮬레이션

  • Park, Jong-Chun (Department of Naval Architecture and Ocean Engineering, Pusan National University) ;
  • Park, Dong-In (Department of Naval Architecture and Ocean Engineering, Pusan National University) ;
  • Lee, Sang-Beom (Department of Naval Architecture and Ocean Engineering, Pusan National University) ;
  • Hong, Gi-Yong (Ocean Development System Division, KORDI) ;
  • Sun, Sung-Bu (Research Institute of Medium and Small Slipbuilding)
  • Published : 2005.06.30
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Abstract

Wave overtopping is one of the most important processes for the design of seawalls. The term "wave overtopping" is used here to refer to the processes where waves hit a sloping structure run up the slope and, if the crest level of the slope is lower than the highest run up level, overtop the structure. Wave overtopping is dependent on the processes associated with breaking wave. A numerical model based on Navier-Stokes equation and the Marker-density function for predicting wave overtopping of coastal structures is developed in this paper. In order to evaluate the present model, two simulations are tested. One is overflow without waves at vertical seawall, and the other is wave overtopping at sloping seawalls.

Keywords

References

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