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국내 최대 정보 기계·건설 공학연구정보센터
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  • RecurDyn (리커다인)
  • 국내학술지

    44 0
    국내학술지 제목 게시판 내용
    제목(국문) 평형해빈단면 개념을 이용하여 파랑 에너지 유입에 따른 해안선 변동 해석
    제목(영문) Analysis of Shoreline Response due to Wave Energy Incidence Using Equilibrium Beach Profile Concept
    저자 김태곤 (Tae-Kon Kim ,성균관대학교 건설환경시스템공학과 ) ▷공저자네트워크등록하기
    이정렬 (Jung-Lyul Lee ,성균관대학교 수자원대학원 ) ▷공저자네트워크등록하기
    초록
    초록(영문)

    Dean's equilibrium beach profile fonnula was used to investigate the correlation between the static shoreline position and the incident
    wave energy. The effect of the longshore sediment transport was neglected, and the results showed the reasonable agreement compared with the field
    observations of Yates et al.(2009), which were conducted for almost 5 years on southern California beaches, USA. The shoreline response varies with
    the scale factor of Dean's equilibrium beach profile. This implies that the shoreline response could be simply estimated using the sampled grain size
    without laborious long-term field work. Therefore, the present study results are expected to be practically used for the layout design of submerged or
    exposed detached breakwaters although the further work is required for performance verification. In addition, after laborous mathematical reviews, the
    linear relation between incident energy and shoreline response, which was obtained from Yates's field study, yielded a clear mathematical equation
    slwwing how the beach slope is related to the grain size.

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    저널명 한국해양공학회지 ▷관련저널보기
    VOL 32
    PAGE 0116
    발표년도 2018
    국문File 국문다운로드
    영문File
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