olaFlow 모델에 의한 불규칙파 작용하 혼성방파제-해저지반의 비선형상호작용에 관한 수치시뮬레이션
Numerical Simulation of Nonlinear Interaction between Composite Breakwater and Seabed under Irregular Wave Action by olaFlow Model
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초록
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, LES 법에 의한 난류모델과 VOF 법에 의한 쇄파현상을 고려한 강비선형혼상류해석법이 적용된 사례는 거의 없었다. 본 연구 의 선행 연구에서는 규칙파 작용하 혼성방파제-해저지반의 비선형상호작용해석에 혼상류해석법인 olaFlow 모델을 적 용하였다. 본 연구도 동일한 해석법을 사용하여 불규칙파 작용하 혼성방파제-해저지반의 비선형상호작용해석을 수행 하며, 이로부터 혼성방파제의 케이슨과 사석마운드 및 해저지반 근방에서 유의파고와 유의주기의 변화에 따른 수평 파압, 과잉간극수압(시간변동 및 주파수스펙트럼), 평균유속, 평균와도 및 평균난류운동에너지 등을 검토하였다. 이로 부터 케이슨 전면 사석마운드 수평부상에서는 최대무차원과잉간극수압, 평균난류운동에너지 및 평균와도가 동일하게 커지고, 또한 케이슨 전면의 정수면 근방에서는 항내측으로, 해저면 근방에서는 항외측으로 향하는 순환류가 형성되 는 등의 중요한 결과를 알 수 있었다.
Abstract
For the design of composite breakwater as representative one of the coastal and harbor structures, it has been widely discussed by the researchers about the relation between the behavior of excess-pore-water pressure inside the rubble mound and seabed caused by the wave load and its structural failure. Recently, the researchers have tried to verify its relation through the numerical simulation technique. The above researches through numerical simulation have been mostly applied by the linear and nonlinear analytic methods, but there have been no researches through the numerical simulation by the strongly nonlinear mutiphase flow analytical method considering wave-breaking phenomena by VOF method and turbulence model by LES method yet. In the preceding research of this study, olaFlow model based on the mutiphase flow analytical method was applied to the nonlinear interaction analysis of regular wave-composite breakwater-seabed. Also, the same numerical techniques as preceding research are utilized for the analysis of irregular wave-composite breakwater-seabed in this study. Through this paper, it is investigated about the horizontal wave pressures, the time variations of excess-pore-water pressure and their frequency spectra, mean flow velocities, mean vorticities, mean turbulent kinetic energies and etc. around the caisson, rubble mound of the composite breakwater and seabed according to the changes of significant wave height and period. From these results, it was found that maximum nondimensional excess-pore water pressure, mean turbulent kinetic energy and mean vorticity come to be large equally on the horizontal plane in front of rubble mound, circulation of inflow around still water level and outflow around seabed is formed in front of rubble caisson.
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