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      KCI등재 SCIE SCOPUS

      High-Order WENO Schemes with an Immersed Boundary Method for Shallow Water Equations on the Tsunami Mitigation with Configurations of Cylinder Array

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      https://www.riss.kr/link?id=A107234473

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      다국어 초록 (Multilingual Abstract)

      In this paper, we investigated the flow around vertical circular cylinders with the numerical simulation of shallow water equations. Since tsunami tidal waves have large potential energy due to height difference, the man-made structures near coast are...

      In this paper, we investigated the flow around vertical circular cylinders with the numerical simulation of shallow water equations. Since tsunami tidal waves have large potential energy due to height difference, the man-made structures near coast are heavily damaged during the propagation of waves. For the damage mitigation of natural disaster, a careful configuration of such obstructive structures is worthy of attention, and it is of great practical importance to provide numerical simulation based on the ideal models of natural or artificial structures in a coastal area. The simplified numerical models are listed as the single large cylinder and four small cylinders of double inline, double staggered, and single four arrangement with fixing the same blockage ratio. Among various up-to-date schemes, the fifth-order WENO scheme is selected with a ghost-cell immersed boundary method, which enabled the easy detection of the arbitrary body shapes emerged in background Cartesian grids. In addition, we proposed the non-reflecting characteristic boundary condition based on the characteristic compatibility equations derived in shallow water equations to suppress the unexpected reflection waves at the open boundary. The analysis on a benchmark problem on solitary wave reflection led to an expected validation with the present numerical model. Finally, reflection and diffraction of a tsunami wave are analyzed against a single and four cylinders of the same blockage density, and it is believed to reduce 20.80% points for the best case of single four cylinders in the view of dissipation ratio defined by the kinematic power.

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      참고문헌 (Reference)

      1 신종현, "해안 방재림 조성으로 인한 바람에너지 감소 효과의 정량적 분석 - 임분밀도 대비 소산률 상관식 -" 한국방재학회 15 (15): 361-368, 2015

      2 Thompson KW, "Time dependent boundary conditions for hyperbolic systems?" 89 (89): 439-461, 1990

      3 Thompson KW, "Time dependent boundary conditions for hyperbolic systems" 68 (68): 1-24, 1987

      4 Arico C, "Simulation of the propagation of tsunamis in coastal regions by a two-dimensional non-hydrostatic shallow water solver" 1 (1): 2017

      5 Qiu J, "Runge-Kutta discontinuous Galerkin method using WENO limiters" 26 (26): 907-929, 2005

      6 Chaudhuri A, "On the use of immersed boundary methods for shock/obstacle interactions" 230 (230): 1731-1748, 2011

      7 Chang SM, "Numerical simulation of the parametric effect of tsunami wave impinging into coastal forest for damage prevention" Springer 801-806, 2013

      8 Luo K, "Numerical analysis on shock-cylinder interaction using immersed boundary method" 60 (60): 1423-1432, 2017

      9 Li Y, "Non-breaking and breaking solitary wave runup" 456 : 295-318, 2002

      10 Whitham JB, "Linear and nonlinear wave" John Wiley & Sons 263-311, 1975

      1 신종현, "해안 방재림 조성으로 인한 바람에너지 감소 효과의 정량적 분석 - 임분밀도 대비 소산률 상관식 -" 한국방재학회 15 (15): 361-368, 2015

      2 Thompson KW, "Time dependent boundary conditions for hyperbolic systems?" 89 (89): 439-461, 1990

      3 Thompson KW, "Time dependent boundary conditions for hyperbolic systems" 68 (68): 1-24, 1987

      4 Arico C, "Simulation of the propagation of tsunamis in coastal regions by a two-dimensional non-hydrostatic shallow water solver" 1 (1): 2017

      5 Qiu J, "Runge-Kutta discontinuous Galerkin method using WENO limiters" 26 (26): 907-929, 2005

      6 Chaudhuri A, "On the use of immersed boundary methods for shock/obstacle interactions" 230 (230): 1731-1748, 2011

      7 Chang SM, "Numerical simulation of the parametric effect of tsunami wave impinging into coastal forest for damage prevention" Springer 801-806, 2013

      8 Luo K, "Numerical analysis on shock-cylinder interaction using immersed boundary method" 60 (60): 1423-1432, 2017

      9 Li Y, "Non-breaking and breaking solitary wave runup" 456 : 295-318, 2002

      10 Whitham JB, "Linear and nonlinear wave" John Wiley & Sons 263-311, 1975

      11 Xing Y, "High-order finite volume WENO schemes for the shallow water equations with dry states" 34 (34): 1026-1038, 2011

      12 Kim JW, "Generalized characteristic boundary condition for computational aeroacoustics" 38 (38): 2040-2049, 2000

      13 Peskin CS, "Flow patterns around heart valves : A numerical method" 10 (10): 252-271, 1972

      14 Jiang GS, "Efficient implementation of weighted ENO scheme" 126 (126): 202-228, 1996

      15 Poinsot TJ, "Boundary condition for direct simulations of compressible viscous flows" 101 (101): 104-129, 1992

      16 Lee H, "Application of an implicit discontinuous Galerkin scheme for shallow water equations" 2019

      17 Boukharfane R, "An immersed boundary method to simulate compressible reactive flows featuring shock-wave interaction with tree-dimensional solid obstacles" 2015

      18 Choi JI, "An immersed boundary method for complex incompressible flows" 224 (224): 757-784, 2007

      19 Zhang W, "An experimental study and a three-dimensional numerical wave basin model of solitary wave impact on a vertical cylinder" Oregon State University 2009

      20 Roma, AM, "An adaptive version of the immersed boundary method" 153 (153): 509-534, 1999

      21 Ye T, "An accurate cartesian grid method for viscous incompressible flows with complex immersed boundaries" 156 (156): 209-240, 1999

      22 Davies G, "A well-balanced discretization for a shallow water inundation model" 2011

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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