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      KCI등재 SCIE SCOPUS

      Scour and Three-dimensional Flow Field Measurement Around Short Vertical-wall Abutment Protected by Collar

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      https://www.riss.kr/link?id=A104770555

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      다국어 초록 (Multilingual Abstract)

      Installing collar on abutment is an applicable method to protect the abutment against scouring. In this study, effect of using collar on reduction of scour depth at short vertical-wall abutment (ratio of abutment length to flow depth of less than 1, La/y < 1) under clear-water conditions and uniform bed materials was investigated experimentally. Different sizes and various elevations of installing collar were studied. Results showed that using collar with 2.25La in width, situated under the bed elevation, led to 88.9% scour depth reduction for threshold flow condition. Three-dimensional velocity components around the abutment, for both with/without collar conditions, were measured by Acoustic Doppler Velocimeter (ADV). Turbulent intensity components, Reynolds stresses and bed shear stress on a rough rigid bed were studied at different sections. A primary vortex, associated with the downflow, existed at upstream face of the abutment. In the downstream, the flow field was turbulent due to the vortex shedding, and wake vortices occurred near the bed level next to the abutment. Installing collar led to diminish the vortex power below the collar. Also, turbulent intensity at upstream face of the abutment and dimensionless shear stress was reduced by using collar. The data presented in this paper could be useful for development and validation of a flow field model.
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      Installing collar on abutment is an applicable method to protect the abutment against scouring. In this study, effect of using collar on reduction of scour depth at short vertical-wall abutment (ratio of abutment length to flow depth of less than 1, L...

      Installing collar on abutment is an applicable method to protect the abutment against scouring. In this study, effect of using collar on reduction of scour depth at short vertical-wall abutment (ratio of abutment length to flow depth of less than 1, La/y < 1) under clear-water conditions and uniform bed materials was investigated experimentally. Different sizes and various elevations of installing collar were studied. Results showed that using collar with 2.25La in width, situated under the bed elevation, led to 88.9% scour depth reduction for threshold flow condition. Three-dimensional velocity components around the abutment, for both with/without collar conditions, were measured by Acoustic Doppler Velocimeter (ADV). Turbulent intensity components, Reynolds stresses and bed shear stress on a rough rigid bed were studied at different sections. A primary vortex, associated with the downflow, existed at upstream face of the abutment. In the downstream, the flow field was turbulent due to the vortex shedding, and wake vortices occurred near the bed level next to the abutment. Installing collar led to diminish the vortex power below the collar. Also, turbulent intensity at upstream face of the abutment and dimensionless shear stress was reduced by using collar. The data presented in this paper could be useful for development and validation of a flow field model.

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      참고문헌 (Reference)

      1 Barbhuiya, A. K., "Vortex flow field in a scour hole around abutments" 18 (18): 310-325, 2003

      2 Dey, S., "Velocity and turbulence in a scour hole at a vertical-wall abutment" 17 (17): 13-21, 2006

      3 Dey, S., "Turbulent flow measurement by the ADV in the vicinity of a rectangular cross-section cylinder placed at a channel sidewall" 17 (17): 13-21, 2004

      4 Dey, S., "Time variation of scour at abutments" ASCE 131 (131): 11-23, 2005

      5 Dey, S., "Three-dimensional vortex flow field around a circular cylinder in a quasi-equilibrium scour hole" 20 (20): 771-785, 1995

      6 Kothyari, U. C., "Temporal variation of local scour around circular bridge piers" ASCE 118 (118): 1091-1106, 1992

      7 Hjorth, P., "Studies on the nature of local scour;Bulletin series A No. 46" 1975

      8 Chiew, Y. M., "Scour protection at bridge pier" ASCE 118 (118): 1260-1269, 1992

      9 Lauchlan, C. S., "Riprap protection at bridge piers" ASCE 127 (127): 412-418, 2001

      10 Karami, H., "Protective spur dike for scour mitigation of existing spur dikes" 49 (49): 809-813, 2011

      1 Barbhuiya, A. K., "Vortex flow field in a scour hole around abutments" 18 (18): 310-325, 2003

      2 Dey, S., "Velocity and turbulence in a scour hole at a vertical-wall abutment" 17 (17): 13-21, 2006

      3 Dey, S., "Turbulent flow measurement by the ADV in the vicinity of a rectangular cross-section cylinder placed at a channel sidewall" 17 (17): 13-21, 2004

      4 Dey, S., "Time variation of scour at abutments" ASCE 131 (131): 11-23, 2005

      5 Dey, S., "Three-dimensional vortex flow field around a circular cylinder in a quasi-equilibrium scour hole" 20 (20): 771-785, 1995

      6 Kothyari, U. C., "Temporal variation of local scour around circular bridge piers" ASCE 118 (118): 1091-1106, 1992

      7 Hjorth, P., "Studies on the nature of local scour;Bulletin series A No. 46" 1975

      8 Chiew, Y. M., "Scour protection at bridge pier" ASCE 118 (118): 1260-1269, 1992

      9 Lauchlan, C. S., "Riprap protection at bridge piers" ASCE 127 (127): 412-418, 2001

      10 Karami, H., "Protective spur dike for scour mitigation of existing spur dikes" 49 (49): 809-813, 2011

      11 Karami, H., "Prediction of time variation of scour depth around spur dikes using neural networks" 14 (14): 180-191, 2012

      12 Khosrow Hosseini, "Prediction of Time-varying Maximum Scour Depth Around Short Abutments using Soft Computing Methodologies - A Comparative Study" 대한토목학회 20 (20): 2070-2081, 2016

      13 Melville, B. W., "Pier and abutment scour: Integrated approach" ASCE 123 (123): 125-136, 1997

      14 Ahmed, F., "Observations on flow around bridge abutment" ASCE 126 (126): 51-59, 2000

      15 Wu, F. C., "Numerical investigation of the role of turbulent bursting in sediment entrainment" ASCE 133 (133): 329-334, 2007

      16 Nikora, V., "Flow turbulence over fixed and weakly mobile gravel beds" ASCE 126 (126): 679-690, 2000

      17 Graf, W. H., "Flow pattern in the scour hole around cylinder" 40 (40): 13-20, 2002

      18 Rajaratnam, N., "Flow near groin-like structures" ASCE 109 (109): 463-480, 1983

      19 Melville, B. W., "Flow characteristics in local scour at bridge piers" 15 (15): 373-380, 1977

      20 Beheshti, A. A., "Experimental study of three dimensional flow field around a complex bridge pier" 136 (136): 143-154, 2010

      21 Dey, S., "Clear water scour at circular piers: A model" ASCE 121 (121): 869-876, 1995

      22 Kwan, T. F., "A study of abutment scour" School of Engineering, University of Auckland 1988

      23 Ge, L., "3D unsteady RANS modeling of complex hydraulic engineering flows 2: Model validation and flow physics" ASCE 131 (131): 809-820, 2005

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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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      학술지 인용정보
      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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