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      저수지 퇴배사 모의를 위한 준정류모형 = A Quasi-Steady Model for Sedimentation and Flushing of Reservoirs

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      https://www.riss.kr/link?id=A102319893

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      다국어 초록 (Multilingual Abstract)

      This paper presents a quasi-steady model for numerical simulations of reservoir sedimentation and reservoir flushing. The quasi-steady model is based on the assumption that the flow is steady with time-dependent stream morphology change. This is reasonable because stream morphology changes over a long period, while the flow changes rapidly. The proposed model is first applied to two laboratory experiments for reservoir sedimentation. The channel is shown to be adjusted to new sediment supply at the upstream by changing both the flow depth and slope. Simulated water surface and bed profiles compare favorably to measured data. The model is also applied to reservoir flushing. Good agreement between simulated and measured data is not obtained due to time variation of outflow generated to facilitate the flushing in the experiment. Finally, relationships for equilibrium flow depth and bed slope are proposed and tested through numerical experiments.
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      This paper presents a quasi-steady model for numerical simulations of reservoir sedimentation and reservoir flushing. The quasi-steady model is based on the assumption that the flow is steady with time-dependent stream morphology change. This is reaso...

      This paper presents a quasi-steady model for numerical simulations of reservoir sedimentation and reservoir flushing. The quasi-steady model is based on the assumption that the flow is steady with time-dependent stream morphology change. This is reasonable because stream morphology changes over a long period, while the flow changes rapidly. The proposed model is first applied to two laboratory experiments for reservoir sedimentation. The channel is shown to be adjusted to new sediment supply at the upstream by changing both the flow depth and slope. Simulated water surface and bed profiles compare favorably to measured data. The model is also applied to reservoir flushing. Good agreement between simulated and measured data is not obtained due to time variation of outflow generated to facilitate the flushing in the experiment. Finally, relationships for equilibrium flow depth and bed slope are proposed and tested through numerical experiments.

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      참고문헌 (Reference)

      1 류태상, "기존 댐 생애주기 연장사업 및 저사댐 소개" 한국수자원학회 43 (43): 84-88, 2010

      2 Fasolato, G., "Validity of uniform flow hypothesis in one-dimensional morphodynamic models" ASCE 137 (137): 183-195, 2011

      3 Hotchkiss, R., "Shock fitting of aggradational profiles due to backwater" ASCE 117 (117): 1129-1144, 1991

      4 Hotchkiss, R., "Reservoir sedimentation and sediment sluicing: Experimental and numerical analysis" University of Minnesota 1989

      5 Wong, M., "Reanalysis and correction of bed-load relation of Meyer-Peter and Muller using their own data" ASCE 132 (132): 1159-1168, 2006

      6 Fread, D.L., "Open-channel profiles by Newton's iteration technique" 13 (13): 70-80, 1971

      7 Holly, F.M., "New numerical/ physical framework for mobile bed modeling. Part I: Numerical and physical principles" IAHR 28 (28): 401-416, 1990

      8 Krishnappan, B., "Modelling of unsteady flows in alluvial streams" ASCE 111 (111): 257-266, 1985

      9 Lai, J.S., "Flushing sediment through reservoirs" IAHR 34 (34): 237-255, 1996

      10 Cantelli, A., "Experiments on upstream migrating erosional narrowing and widening of an incisional channel caused by dam removal" AGU 40 : 2004

      1 류태상, "기존 댐 생애주기 연장사업 및 저사댐 소개" 한국수자원학회 43 (43): 84-88, 2010

      2 Fasolato, G., "Validity of uniform flow hypothesis in one-dimensional morphodynamic models" ASCE 137 (137): 183-195, 2011

      3 Hotchkiss, R., "Shock fitting of aggradational profiles due to backwater" ASCE 117 (117): 1129-1144, 1991

      4 Hotchkiss, R., "Reservoir sedimentation and sediment sluicing: Experimental and numerical analysis" University of Minnesota 1989

      5 Wong, M., "Reanalysis and correction of bed-load relation of Meyer-Peter and Muller using their own data" ASCE 132 (132): 1159-1168, 2006

      6 Fread, D.L., "Open-channel profiles by Newton's iteration technique" 13 (13): 70-80, 1971

      7 Holly, F.M., "New numerical/ physical framework for mobile bed modeling. Part I: Numerical and physical principles" IAHR 28 (28): 401-416, 1990

      8 Krishnappan, B., "Modelling of unsteady flows in alluvial streams" ASCE 111 (111): 257-266, 1985

      9 Lai, J.S., "Flushing sediment through reservoirs" IAHR 34 (34): 237-255, 1996

      10 Cantelli, A., "Experiments on upstream migrating erosional narrowing and widening of an incisional channel caused by dam removal" AGU 40 : 2004

      11 Vreugdenhil, C.B., "Computations of non-steady bedload transport by a pseudo-viscosity method" Delft Hydraulics Laboratory 1967

      12 Kassem, A., "Comparison of coupled and decoupled numerical models for alluvial channels" ASCE 124 (124): 794-802, 1998

      13 Garcia, M., "Chapter 6. Sedimentation and erosion hydraulics. Hydraulic Design Handbook" McGraw Hill 1999

      14 Morris, G.L., "Chapter 12. Reservoir Sedimentation, Sedimentation Engineering" American Society of Civil Engineers 2007

      15 Soni, J.P., "Aggradation in stream due to overloading" ASCE 106 (106): 117-132, 1980

      16 Parker, G., "1d sediment transport morphodynamics with applications to rivers and turbidity currents"

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      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
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      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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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.5 0.5 0.57
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.55 0.54 0.781 0.22
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