동해 파랑관측 자료를 활용한 포물선형 평형해안선 식의 타당성 조사

The present study investigated the validity of an equilibrium shoreline empirical formula for real phenomena. Among three types of equilibrium shoreline formulas, Hsu's parabolic type static formula was employed, which is well-known and the most practical for shoreline estimation after coastal...

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Bibliographic Details
Published inHan-guk haeyang gonghak hoeji (Online) Vol. 32; no. 2; pp. 123 - 130
Main Authors 임창빈(Chang Bin Lim), 이정렬(Jung Lyul Lee)
Format Journal Article
LanguageKorean
Published 한국해양공학회 2018
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Summary:The present study investigated the validity of an equilibrium shoreline empirical formula for real phenomena. Among three types of equilibrium shoreline formulas, Hsu's parabolic type static formula was employed, which is well-known and the most practical for shoreline estimation after coastal or harbor structure construction. The wave data observed at Maengbang beach and the CERC formula on longshore sediment transport were used in the present investigation. A comparison study was only conducted for the case of a shoreline change after the construction of a groyne. Reasonable agreement was seen between the observed wave data and the data obtained under a wave angle spreading function S = 3.5. However, significant changes were observed when S increased. Thus, careful application is required when using Hsu's formula.
Bibliography:KISTI1.1003/JNL.JAKO201813639169761
ISSN:1225-0767
2287-6715
DOI:10.26748/KSOE.2018.4.32.2.123