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Experimental Study for Hydraulic Characteristics as the Permeable Underlayer Thickness of Rubble mound Structure  

윤한삼 ((주)한국연안개발기술)
김종욱 (현대중공업 (주) 선박해양연구소)
류청로 (부경대학교 해양공학부)
Publication Information
Journal of Ocean Engineering and Technology / v.16, no.3, 2002 , pp. 40-45 More about this Journal
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
Rubble Mound Structure; Hydraulic Characteristics; Wave Run-up; Wave Reflection; Wave Set-up; Wave-Structure Interaction;
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