Journal of Ocean Engineering and Technology (한국해양공학회지)

Korean Society of Ocean Engineers (한국해양공학회)
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Experimental Study for Hydraulic Characteristics as the Permeable Underlayer Thickness of Rubble mound Structure

사석방파제 투수하부층 두께에 따른 사면상의 수리특성 실험연구

  • Published : 2002.06.01
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Abstract

In this study, the effects on hydraulic characteristics are discussed as the permeable underlayer thickness of the rubble mound structure changes. A series of hydraulic experiments were performed and wave run-up, reflection and set-up were investigated. Result indicated that wave run-down was affected by the water out from the permeable underlayer during down-rush. As the thickness increased, relative wave run-up decreased.

Keywords

References

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