고파랑 해안 침식폭 예측모델을 이용한 침식한계선(ECL) 설정

The average coastline and the erosion control line introduced as the management coastline, and the average shoreline (MSL) was established from the observed coastline. Also, the median grain size and the wave height of 30-years return period were applied. The erosion control line (ECL) was establish...

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Published inHan-guk haeyang gonghak hoeji (Online) Vol. 33; no. 6; pp. 526 - 534
Main Authors 박승민(Seung-Min Park), 박설화(Seol-Hwa Park), 이정렬(Jung-Lyul Lee), 김태곤(Tae-Kon Kim)
Format Journal Article
LanguageKorean
Published 한국해양공학회 2019
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ISSN1225-0767
2287-6715
DOI10.26748/KSOE.2019.110

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Summary:The average coastline and the erosion control line introduced as the management coastline, and the average shoreline (MSL) was established from the observed coastline. Also, the median grain size and the wave height of 30-years return period were applied. The erosion control line (ECL) was established through the model, HaeSaBeeN. These two lines set the coastline for evaluation. Based on the observed monitoring data along the coastline, the 1-day variation according to the normal distribution was used to estimate the regional variation, and the width of the erosion was calculated by applying the median grain size (D50) and the wave height of 30-years return period through the high-wave coastal erosion width model, i.e., HaeSaBeeN.
Bibliography:KISTI1.1003/JNL.JAKO201908662571428
ISSN:1225-0767
2287-6715
DOI:10.26748/KSOE.2019.110