경계요색법(境界要索法)에 의한 투과잠제(透過潛堤)의 해석기법(解析技法)

Permeable Breakwaters Analysis by Using Boundary Element Method

  • 김남현 (태본대학대학원) ;
  • 淹川淸 (태본대학공학부토목경경공학과) ;
  • 최한규 (강원대학교공과대학토목공학과)
  • 발행 : 1990.10.31

초록

In this paper the numerical method for the study of wave reflection from and transmission through submerged permeable breakwaters using the boundary element method is developed. The numerical analysis technique is based on the wave pressure function instead of velocity potential because it is difficult to define the velocity potential in the each region arising the energy dissipation. Also, the non-linear energy dissipation within the submerged porous structure is simulated by introducing the linear dissipation coefficient and the tag mass coefficient equivalent to the non-linear energy dissipation. For the validity of this analysis technique, the numerical results obtained by the present boundary element method are compared with those obtained by the other computation method. Good agreements are obtained and so the validity of the present numerical analysis technique is proved.

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