Proceedings of the Korea Committee for Ocean Resources and Engineering Conference (한국해양공학회:학술대회논문집)
- 2001.05a
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- Pages.172-179
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- 2001
Numerical modeling of wave run-up and internal setup on and in permeable coastal structures
투과성해안구조물의 소상파 및 내부수위변동에 관한 수치모델링
Abstract
A numelical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal flow field of the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Orean Hydraulics in PKNU. Good agreement were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.
Keywords
- Wave-structure interaction;
- Permeable coastal structures;
- Wave run-up, Internal setup;
- Internal waterlevel fluctuation;
- Numerical modeling;
- Non-linear shallow water wave equation;
- Inertia resistance