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      분산응력법을 이용한 곡선수로에서의 천수흐름 해석 = Analysis of Shallow Water Flow in Curved Channel Using Dispersion Stresses Method

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      https://www.riss.kr/link?id=A101662933

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      Most of the previous models for analysis of shallow water flow assumed the uniform velocity distributions over the flow depth so that they produced incorrect velocity prediction at meandering part due to the ignorance of secondary current. In this study, the vertical velocity profiles in longitudinal and transverse direction were decomposed as the mean and variation components, which resulted in additional dispersion stresses terms in momentum equations. The proposed model were applied at the channels with $30^{\circ}$, $90^{\circ}$, $270^{\circ}$ bends, and shallow water flow in curved channel was analyzed using dispersion stresses. The dispersion stresses acted as a sink or source in the momentum equations, which caused the transverse convection of momentum to shift from the inner bank to the outer bank.
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      Most of the previous models for analysis of shallow water flow assumed the uniform velocity distributions over the flow depth so that they produced incorrect velocity prediction at meandering part due to the ignorance of secondary current. In this stu...

      Most of the previous models for analysis of shallow water flow assumed the uniform velocity distributions over the flow depth so that they produced incorrect velocity prediction at meandering part due to the ignorance of secondary current. In this study, the vertical velocity profiles in longitudinal and transverse direction were decomposed as the mean and variation components, which resulted in additional dispersion stresses terms in momentum equations. The proposed model were applied at the channels with $30^{\circ}$, $90^{\circ}$, $270^{\circ}$ bends, and shallow water flow in curved channel was analyzed using dispersion stresses. The dispersion stresses acted as a sink or source in the momentum equations, which caused the transverse convection of momentum to shift from the inner bank to the outer bank.

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      참고문헌 (Reference)

      1 Vasquez, J. A, "Verticallyaveraged and moment of momentum model for alluvial bend morphology, River, Coastal and Estuarine Morphodynamics" Taylor & Francis 711-718, 2006

      2 Ghanem, A. H. M, "Two-dimensional finite element modeling of flow in aquatic habitats" University of Alberta 1995

      3 Ghamry, H. K, "Two-dimensional depth-averaged modeling of flow in curved open channels" 43 (43): 44-55, 2005

      4 Ghamry, H. K, "Two dimensional vertically averaged and moment equations for shallow free surface flows" Univ. of Alberta 1999

      5 Tominaga, A, "Three-dimensional turbulent structure in a straight open channel flow with varying boundary roughness" 608-611, 1986

      6 Flokstra, C, "The closure problem for depth-averaged two-dimensional flows" 247-256, 1977

      7 Kim, T. B, "Simulation of flow characteristics in a Kinoshita meandering channel using the depth-integrated 2D numerical model" 691-694, 2009

      8 송창근, "SU/PG 기법을 이용한 이송이 지배적인 흐름 수치모의" 대한토목학회 32 (32): 175-183, 2012

      9 Maynord, S. T, "Open-channel velocity prediction using STREMR model" US Army Corps of Engineers 1996

      10 Jia, Y, "Numerical model for channel flow and morphological change studies" 125 (125): 924-933, 1998

      1 Vasquez, J. A, "Verticallyaveraged and moment of momentum model for alluvial bend morphology, River, Coastal and Estuarine Morphodynamics" Taylor & Francis 711-718, 2006

      2 Ghanem, A. H. M, "Two-dimensional finite element modeling of flow in aquatic habitats" University of Alberta 1995

      3 Ghamry, H. K, "Two-dimensional depth-averaged modeling of flow in curved open channels" 43 (43): 44-55, 2005

      4 Ghamry, H. K, "Two dimensional vertically averaged and moment equations for shallow free surface flows" Univ. of Alberta 1999

      5 Tominaga, A, "Three-dimensional turbulent structure in a straight open channel flow with varying boundary roughness" 608-611, 1986

      6 Flokstra, C, "The closure problem for depth-averaged two-dimensional flows" 247-256, 1977

      7 Kim, T. B, "Simulation of flow characteristics in a Kinoshita meandering channel using the depth-integrated 2D numerical model" 691-694, 2009

      8 송창근, "SU/PG 기법을 이용한 이송이 지배적인 흐름 수치모의" 대한토목학회 32 (32): 175-183, 2012

      9 Maynord, S. T, "Open-channel velocity prediction using STREMR model" US Army Corps of Engineers 1996

      10 Jia, Y, "Numerical model for channel flow and morphological change studies" 125 (125): 924-933, 1998

      11 Odgaard, A. J, "Meander flow model. I: Development" 112 (112): 1117-1136, 1986

      12 Chang, Y. C, "Lateral mixing in meandering channels" Univ. of Iowa 1971

      13 Hsieh, T. Y, "Investigation on the suitability of two-dimensional depth-averaged models for bend-flow simulation" 129 (129): 597-612, 2003

      14 Rozovskii, I. L, "Flow of Water in Bends of Open Channels"

      15 Hicks, F. E, "Flow near sloped bank in curved channel" 116 (116): 55-70, 1990

      16 Kikkawa, H, "Flow and bend topography in curved open channels" 102 (102): 1327-1342, 1976

      17 Ghamry, H. K, "Effect of applying different distribution shapes for velocities and pressure on simulation of curved open channels" 128 (128): 969-982, 2002

      18 Molls, T, "Depth-averaged open-channel flow model" 121 (121): 453-465, 1995

      19 Bernard, R. S, "Depth-averaged numerical modeling for curved channels" US Army Corps of Engineers 1992

      20 Ye, J, "Depth-averaged hydrodynamic model in curvilinear collocated grid" 123 (123): 380-388, 1997

      21 Shiono, K, "Complex mechanisms in compound meandering channel with overbank flow" 326 : 221-261, 1998

      22 Wilson, C. A. M. E, "Comparison of turbulence models for stage-discharge rating curve prediction in reach-scale compound channel flows using two-dimensional finite element methods" 257 : 42-58, 2002

      23 Song, C. G, "Analysis of secondary current effect in the modeling of shallow flow in open channels" 41 : 29-48, 2012

      24 Hughes, T. J. R, "A multidimensional upwind scheme with no crosswind diffusion. Finite Element Methods for Convection Dominated Flows" AMD 19-35, 1979

      25 De Vriend, H. J, "A mathematical model of steady flow in curved shallow channels" 15 (15): 37-54, 1977

      26 Kim, T. B, "A depth-integrated numerical model considering the secondary flows in the channel bend" 555-559, 2009

      27 Begnudelli, L, "A balanced treatment of secondary currents, turbulence and dispersion in a depth-integrated hydrodynamic and bed deformation model for channel bends" 33 : 17-33, 2010

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
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      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
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      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.4 0.4 0.41
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.38 0.35 0.707 0.11
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