• Title/Summary/Keyword: rectangular submerged breakwater

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Laboratory Experiments on Reflection of Regular Waves due to Submerged Breakwaters (수중방파제 형상에 따른 규칙파의 반사실험)

  • 이종인;김영택;조용식
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.15 no.3
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    • pp.167-175
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    • 2003
  • In this study, reflection of regular waves over a train of submerged breakwaters is experimentally investigated. Wave reflection from various-shaped submerged breakwaters is examined by using laboratory experiment and eigenfunction expansion method. Shapes of submerged breakwaters are rectangular, triangular, trapezoidal and semi-circular. Laboratory measurements are compared with predicted coefficients obtained from the eigenfunction expansion method. Although measured coefficients are slightly smaller than predicted ones, the overall agreement is very good. The present study can provide a criterion for the proper choice of a shape of submerged breakwaters in practical situation.

On the Motion of Two-dimensional Healing Breakwaters Moored Tautly in Shallow Water (천해역에 기인장 계유된 2차원 부방파제 운동 해석)

  • 정원무;편종근
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.3 no.3
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    • pp.137-151
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    • 1991
  • The motion of two-dimensional floating breakwaters with rectangular clots-section which are moored tautly in shallow water has been analyzed using a velocity potential matching method in which the fluid region is devided into sub-regions and then unknown coefficients of velocity potentials are determined from the continuity condition of mass and momentum flux of fluid at imaginary boundaries between sub-regions. The method originally suggested by Ijima et al.(1972) for the motion of submerged body has been modified to analyze the motion of floating body. The total fluid region has been divided into three sub-regions : the incident wave region, the transmitted wave region and the region below the floating breakwater. The restoring forces induced by mooring lines which were ignored by Ijima et al.(1972) have been modeled as linear springs with the initial tension effects. This method has been verified through the comparions with results from hydraulic expriments. Applications to various conditions of floating breakwater have been performed.

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