FUNWAVE-TVD 모델을 이용한 경사구조물의 월파량 산정
Estimate of Wave Overtopping Rate on Armoured Slope Structures Using FUNWAVE-TVD Model
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초록
본 연구에서는 완전비선형 Boussinesq 방정식을 사용한 FUNWAVE-TVD 모델에 경사구조물의 월파 계산이 가능하도록 EurOtop(2018)의 경험식을 추가하여 프로그램을 수정하였다. 수정된 수치 모형은 경사제에 대한CLASH data 및 수리모형실험 자료와 비교하여 그 타당성이 검증되었다. 본 모형은 피복 블록의 조도계수 차이에따른 월파량의 변화를 정확히 재현하였고, 상대여유고 증가에 따른 월파량의 감소율을 잘 재현하였다. 경사제의 월파량은 피복 블록의 배치 상태에 따라서 큰 차이를 보였다. Tetrapods를 정적(regular positioning)으로 배치한 경우는난적(random positioning)으로 배치한 경우보다 월파량이 크게 증가하였고 Rocks로 배치했을 때와 일치하였다. 한편, Rocks를 1열로 배치한 경우는 2열로 배치한 경우보다 월파량이 커졌으며 이는 구조물 표면의 조도와 투수성의 영향 때문으로 판단된다.
Abstract
In this study, the program was modified by adding the empirical formula of EurOtop (2018) to enable calculation of wave overtopping on armoured slope structures in the FUNWAVE-TVD model using the fully nonlinear Boussinesq equation. The validity of the modified numerical model was verified by comparing it with CLASH data and experiment data for the rubble mound structure. This model accurately reproduced the change in wave overtopping rate according to the difference in the roughness factor of the armoured block, and well re produced the rate of decrease in wave overtopping rate due to the increase in relative freeboard. The overtopping rate of the armoured slope structures showed significant differences depending on the positioning condition of the armoured blocks. When Tetrapods were placed with regular positioning, the overtopping rate increased signifi cantly compared to when they were placed with random positioning, and it was consistent with when they were placed with Rocks. Meanwhile, when rocks were placed in one row, the wave overtopping rate was greater than when rocks were placed in two rows, which is believed to be due to the influence of the roughness and permea bility of the structure’s surface.
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