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Breakwater Design against Flood and Typhoon  

김인호 (동해대학교 건설시스템공학과)
유동훈 (아주대학교 환경도시공학부)
Publication Information
Journal of Korean Society of Coastal and Ocean Engineers / v.16, no.2, 2004 , pp. 103-107 More about this Journal
Abstract
Empirical equation has been developed by employing the new non-dimensional physical number 'wave action slope' for the estimation of breakwater armor weight. Van der Meer(1987) introduced Iribarren number for the same purpose, but his equation shows very different trend of distribution with the condition of Iribarren number. On the other hand the equation related with wave action slope keeps the same trend of distribution over the whole region. When the parameter is related to the Iribarren number, the equation of wave action slope has a very high accuracy.
Keywords
breakwater armor unit weight equation; wave action slope; Iribarren number;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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1 Stability of breakwater armor layers- desing formulae /
[ van der Meer,J.W. ] / Coastal Engineering   DOI   ScienceOn
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[ Yoo,D.H.;Koo,S.K.;Kim,I.H ] / Proceedings of 1st Asian and Pacific Coastal Engineering Conference
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