olaFlow 모델에 의한 규칙파작용 하 혼성방파제-해저지반의 상호작용에 관한 수치시뮬레이션
Numerical Simulation of Interaction between Composite Breakwater and Seabed under Regular Wave Action by olaFlow Model
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해안 · 항만구조물을 대표하는 혼성방파제의 설계에서 파랑하중에 의한 사석마운드 및 해저지반의 내부에 서 과잉간극수압의 거동과 그에 따른 구조물의 파괴가 논의되어 왔고, 이를 수치시뮬레이션기법으로 규명하려는 시 도가 있어왔다. 수치시뮬레이션에 관한 대부분의 연구에서는 선형 및 비선형의 해석법이 적용되었지만, 난류모델를 고려한 강비선형해석법이 적용된 사례는 거의 없었다. 본 연구에서는 VOF 법에 의한 쇄파현상과 LES 법에 의한 난류모델을 고려하는 고정도의 혼상류해석법인 olaFlow 모델을 적용하였으며, 규칙파-해저지반 및 규칙파-혼성방파 제-해저지반의 상호작용해석에 관한 기존의 수치해석해 및 실험치와의 비교로부터 olaFlow 모델의 타당성을 입증하 였다. 이로부터 혼성방파제의 케이슨과 사석마운드에서뿐만 아니라 해저지반의 내부에서 규칙파랑하중에 의한 수평 파압, 과잉간극수압의 공간분포, 평균유속, 평균와도의 공간분포에 관한 특성 및 와도 크기의 평균분포와 평균난류 운동에너지와의 관계를 검토하였으며, 나아가 혼성방파제의 안정성을 논의하였다.
Abstract
The behavior of wave-induced pore water pressure inside the rubble mound and seabed, and the resultant structure failure are investigated, which are used in design of the composite breakwater representing the coastal and harbor structures. Numerical simulation techniques have been widely used to assess these behaviors through linear and nonlinear methods in many researches. While the combination of strongly nonlinear analytical method and turbulence model have not been applied yet, which can simulate these characteristics more accurately. In this study, olaFlow model considering the wave-breaking and turbulent phenomena is applied through VOF and LES methods, which gives more exact solution by using the multiphase flow analytical method. The verification of olaFlow model is demonstrated by comparing the experimental and numerical results for the interactions of regular waves-seabed and regular waves-composite breakwater-seabed. The characteristics of the spatial distributions of horizontal wave pressure, excess-pore-water pressure, mean flow velocity and mean vorticity on the upright caisson, and inside the rubble mound and seabed are discussed, as well as the relation between the mean distribution of vorticity size and mean turbulent kinetic energy. And the stability of composite breakwater are also discussed.
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