한국수자원학회논문집 (Journal of Korea Water Resources Association)

  • 제35권6호
  • /
  • Pages.779-786
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  • 2002
  • /
  • 2799-8746(pISSN)
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  • 2799-8754(eISSN)
한국수자원학회 (Korea Water Resources Association)
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경사면에 작용하는 고립파의 특성

Characteristics of Solitary Waves Acting on Slopes

  • 전찬후 (한양대학교 대학원 토목공학과) ;
  • 이봉희 (한양대학교 대학원 토목공학과) ;
  • 조용식 (한양대학교 토목공학과)
  • 발행 : 2002.12.01
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초록

Lagrange 방법과 B-spline 기법을 이용한 경계요소법으로 경사면에 작용하는 고립파의 특성을 연구하였다. 최대 처오름높이는 실험자료와 비교한 결과, 기존의 경계요소법에 의한 결과에 비해 높은 정확도를 나타냈다. 또한, 벽면 경사각의 변화에 따른 최대 처오름높이와 속도벡터의 변화를 나타내었으며, 경사면에 작용하는 동수압의 특성을 조사하였다.

A boundary element method with a Lagrangian approach and B-spline technique is employed to investigate characteristics of solitary waves attacking on beach slopes. By comparing numerical solutions with available laboratory measurements, it is shown that the maximum run-up heights of the present model are more agreeable than those of the existing numerical model. Variations of run-up heights and velocity vectors for different slopes are also described. Characteristics of hydrodynamic pressure acting beach slopes are investigated in detail.

키워드

참고문헌

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피인용 문헌

  1. Laboratory Experiments for Solitary Wave Force on Vertical Structures vol.47, pp.11, 2014, https://doi.org/10.3741/JKWRA.2014.47.11.1067