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      Numerical Simulation of Overtopping of Cnoidal Waves on a Porous Breakwater Using the Boussinesq Equations: Comparison with Solutions of the Navier-Stokes Equations

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      https://www.riss.kr/link?id=A106175948

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      다국어 초록 (Multilingual Abstract)

      We approximately obtain heights of cnoidal waves overtopping on a porous breakwater using both the one-layer Boussinesq equations (Vu et al., 2018) and the two-layer Boussinesq equations (Huynh et al., 2017). For cnoidal waves overtopping on a porous ...

      We approximately obtain heights of cnoidal waves overtopping on a porous breakwater using both the one-layer Boussinesq equations (Vu et al., 2018) and the two-layer Boussinesq equations (Huynh et al., 2017). For cnoidal waves overtopping on a porous breakwater, we find through numerical experiments that the heights of cnoidal waves overtopping on a low-crested breakwater (obtained by the Navier-Stokes equations) are smaller than the heights of waves passing through a high-crested breakwater (obtained by the one-layer Boussinesq equations) and larger than the heights of waves passing through a submerged breakwater (obtained by the two-layer Boussinesq equations). As the cnoidal wave nonlinearity becomes smaller or the porous breakwater width becomes narrower, the heights of transmitting waves obtained by the one-layer and two-layer Boussinesq equations become closer to the height of overtopping waves obtained by the Navier-Stokes equations.

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      참고문헌 (Reference)

      1 Lara, J.L., "Three-dimensional interaction of waves and porous coastal structures. Part II: Experimental validation" 64 : 26-46, 2012

      2 Vidal, C., "Solitary wave transmission through porous breakwaters" ASCE 1073-1083, 1988

      3 Gingold, R.A., "Smoothed particle hydrodynamics: Theory and application to nonspherical stars" 181 : 375-389, 1977

      4 CDIT, "Research and development of a numerical wave flume; CADMAS-SURF Report of the research group for development of numerical wave flume for the design of maritime structures" Coastal Development Institute of Technology 2001

      5 Engelund, F.A., "On the laminar and turbulent flows of ground water through homogeneous sand" Danish Academy of Technical Sciences 1953

      6 Thanh Thu Huynh, "Numerical Simulation of Wave Overtopping on a Porous Breakwater Using Boussinesq Equations" 한국해안,해양공학회 29 (29): 326-334, 2017

      7 Ergun, S., "Fluid flow through packed columns" 48 : 89-94, 1952

      8 Kirby, J.T., "FUNWAVE 1.0 Fully nonlinear Boussinesq wave model documentation and user’s manual" 1998

      9 Vu, V.N., "Extended Boussinesq equations for waves in porous media" 139 : 85-97, 2018

      10 Cruz, E.C., "Boussinesq equations for wave transformation on porous beds" 30 : 125-156, 1997

      1 Lara, J.L., "Three-dimensional interaction of waves and porous coastal structures. Part II: Experimental validation" 64 : 26-46, 2012

      2 Vidal, C., "Solitary wave transmission through porous breakwaters" ASCE 1073-1083, 1988

      3 Gingold, R.A., "Smoothed particle hydrodynamics: Theory and application to nonspherical stars" 181 : 375-389, 1977

      4 CDIT, "Research and development of a numerical wave flume; CADMAS-SURF Report of the research group for development of numerical wave flume for the design of maritime structures" Coastal Development Institute of Technology 2001

      5 Engelund, F.A., "On the laminar and turbulent flows of ground water through homogeneous sand" Danish Academy of Technical Sciences 1953

      6 Thanh Thu Huynh, "Numerical Simulation of Wave Overtopping on a Porous Breakwater Using Boussinesq Equations" 한국해안,해양공학회 29 (29): 326-334, 2017

      7 Ergun, S., "Fluid flow through packed columns" 48 : 89-94, 1952

      8 Kirby, J.T., "FUNWAVE 1.0 Fully nonlinear Boussinesq wave model documentation and user’s manual" 1998

      9 Vu, V.N., "Extended Boussinesq equations for waves in porous media" 139 : 85-97, 2018

      10 Cruz, E.C., "Boussinesq equations for wave transformation on porous beds" 30 : 125-156, 1997

      11 Lin, P., "A numerical study of breaking waves in the surf zone" 359 : 239-264, 1998

      12 Madsen, P.A., "A new form of the Boussinesq equations with improved linear dispersion characteristics. Part 2: A slowly varying bathymetry" 18 : 183-204, 1992

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-02-20 학술지명변경 한글명 : 한국해안,해양공학회지 -> 한국해안·해양공학회논문집 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2000-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.53 0.53 0.5
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.47 0.47 0.608 0.29
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