Numerical Modeling of Wave Run-up and Internal Set-up on and in Permeable Coastal Structures

투과성 해안구조물의 소상파 및 내부수위변동에 관한 수치모델링

  • 남인식 (한국컨테이너부두공단) ;
  • 김종욱 (현대중공업(주) 선박해양연구소) ;
  • 류청로 (부경대학교 해양공학과)
  • Published : 2002.10.01

Abstract

A numerical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal four field 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 Ocean Hydraulics in PKNU. Better aggrements were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.

Keywords

References

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