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Volumn 51, Issue SUPPL. 2, 2008, Pages 82-94

Simulation of dam breach development for emergency treatment of the Tangjiashan Quake Lake in China

Author keywords

Collapse; Dam breach; Earthquake; Erosion; Headcutting; Numerical model; Quake lake; Simulation

Indexed keywords

DAMS; EARTHQUAKES; EROSION; LAKES; NUMERICAL METHODS; SEDIMENT TRANSPORT; SOILS; VORTEX FLOW;

EID: 62549164291     PISSN: 10069321     EISSN: 1862281X     Source Type: Journal    
DOI: 10.1007/s11431-008-6019-9     Document Type: Article
Times cited : (54)

References (26)
  • 1
    • 0024050513 scopus 로고
    • Formation and failure of natural dams
    • J. E. Costa R. L. Schuster 1988 Formation and failure of natural dams Geol Soc Am Bull 100 7 1054 1068
    • (1988) Geol Soc Am Bull , vol.100 , Issue.7 , pp. 1054-1068
    • Costa, J.E.1    Schuster, R.L.2
  • 2
    • 34347231910 scopus 로고    scopus 로고
    • Techniques for evaluating the size of potential dam-break floods from natural dams
    • Institue of Geological and Nuclear Sciences Wellington
    • Manville V. Techniques for evaluating the size of potential dam-break floods from natural dams. In: GNS Science Rep. No. 2001/28. Wellington: Institue of Geological and Nuclear Sciences, 2001. 70
    • (2001) GNS Science Rep. No. 2001/28 , pp. 70
    • Manville, V.1
  • 5
    • 0142241909 scopus 로고
    • BREACH: An erosion model for earthen dam failures
    • Maryland
    • Fread D L. BREACH: An erosion model for earthen dam failures. In: NOAA National Weather Service Report. Maryland, 1988
    • (1988) NOAA National Weather Service Report
    • Fread, D.L.1
  • 6
    • 0034479348 scopus 로고    scopus 로고
    • Nonuniform sediment transport in alluvial rivers
    • W. Wu S. S. Y. Wang Y. Jia 2000 Nonuniform sediment transport in alluvial rivers J Hydraulic Res 38 6 427 434
    • (2000) J Hydraulic Res , vol.38 , Issue.6 , pp. 427-434
    • Wu, W.1    Wang, S.S.Y.2    Jia, Y.3
  • 7
    • 4043066277 scopus 로고    scopus 로고
    • Depth-averaged 2D numerical modeling of unsteady flow and nonuniform sediment transport in open channels
    • W. Wu 2004 Depth-averaged 2D numerical modeling of unsteady flow and nonuniform sediment transport in open channels J Hydraulic Eng 130 10 1013 1024
    • (2004) J Hydraulic Eng , vol.130 , Issue.10 , pp. 1013-1024
    • Wu, W.1
  • 9
    • 0032183102 scopus 로고    scopus 로고
    • Formation of a jump by the dam-break wave over a granular bed
    • H. Capart D. L. Young 1998 Formation of a jump by the dam-break wave over a granular bed J Fluid Mech 372 2 165 187
    • (1998) J Fluid Mech , vol.372 , Issue.2 , pp. 165-187
    • Capart, H.1    Young, D.L.2
  • 10
    • 3142716149 scopus 로고    scopus 로고
    • Computational dam-break hydraulics over erodible sediment bed
    • Z. Cao G. Pender S. Wallis 2004 Computational dam-break hydraulics over erodible sediment bed J Hydraulic Eng 130 7 689 703
    • (2004) J Hydraulic Eng , vol.130 , Issue.7 , pp. 689-703
    • Cao, Z.1    Pender, G.2    Wallis, S.3
  • 11
    • 33845645960 scopus 로고    scopus 로고
    • One-dimensional modeling of dam-break flow over movable beds
    • W. Wu S. S. Y. Wang 2007 One-dimensional modeling of dam-break flow over movable beds J Hydraulic Eng 133 1 48 58
    • (2007) J Hydraulic Eng , vol.133 , Issue.1 , pp. 48-58
    • Wu, W.1    Wang, S.S.Y.2
  • 12
    • 42249102758 scopus 로고    scopus 로고
    • One-dimensional numerical modelling of dam-break waves over movable beds: Application to experimental
    • K. E. A. Abderrezzak A. Paquier B. Gay 2008 One-dimensional numerical modelling of dam-break waves over movable beds: Application to experimental Environ Fluid Mech 8 2 169 198
    • (2008) Environ Fluid Mech , vol.8 , Issue.2 , pp. 169-198
    • Abderrezzak, K.E.A.1    Paquier, A.2    Gay, B.3
  • 13
    • 62549144560 scopus 로고    scopus 로고
    • Concerted action on dam break modeling (CADAM)
    • UK
    • Morris M W. Concerted action on dam break modeling (CADAM). In: HR Wallingford Report SR 571. UK, 2000
    • (2000) HR Wallingford Report SR , vol.571
    • Morris, M.W.1
  • 15
    • 0004241492 scopus 로고
    • DAMBRK: The NWS dam break flood forecasting model
    • Maryland
    • Fread D L. DAMBRK: The NWS dam break flood forecasting model. In: NOAA National Weather Service Report. Maryland, 1979
    • (1979) NOAA National Weather Service Report
    • Fread, D.L.1
  • 17
    • 0023965243 scopus 로고
    • Analysis of gradual earth-dam failure
    • V. P. Singh P. D. Scarlatos 1988 Analysis of gradual earth-dam failure J Hydraulic Eng 114 1 21 42
    • (1988) J Hydraulic Eng , vol.114 , Issue.1 , pp. 21-42
    • Singh, V.P.1    Scarlatos, P.D.2
  • 19
    • 0023172388 scopus 로고
    • Mechanics of embankment erosion during overflow
    • ASCE NewYork
    • Ralston D C. Mechanics of embankment erosion during overflow. In: Ragan R M, ed. Hydraulic Engineering. NewYork: ASCE, 1987. 733-738
    • (1987) Hydraulic Engineering , pp. 733-738
    • Ralston, D.C.1    Ragan, R.M.2
  • 24
    • 0033081501 scopus 로고    scopus 로고
    • Velocity and concentration distributions in sheet flow
    • F. J. Pugh K. C. Wison 1999 Velocity and concentration distributions in sheet flow J Hydraulic Eng 125 2 117 125
    • (1999) J Hydraulic Eng , vol.125 , Issue.2 , pp. 117-125
    • Pugh, F.J.1    Wison, K.C.2
  • 25
    • 34247386364 scopus 로고    scopus 로고
    • Two-dimensional numerical modeling of the longitudinal and lateral channel deformations in alluvial
    • J. Q. Xia G. Q. Wang B. S. Wu 2004 Two-dimensional numerical modeling of the longitudinal and lateral channel deformations in alluvial Sci China Ser E-Tech Sci 47 1 199 211
    • (2004) Sci China ser E-Tech Sci , vol.47 , Issue.1 , pp. 199-211
    • Xia, J.Q.1    Wang, G.Q.2    Wu, B.S.3
  • 26
    • 0023965392 scopus 로고
    • Riverbank stability analysis. I: Theory
    • A. M. Osman C. R. Thorne 1988 Riverbank stability analysis. I: Theory J Hydraulic Eng 114 2 134 150
    • (1988) J Hydraulic Eng , vol.114 , Issue.2 , pp. 134-150
    • Osman, A.M.1    Thorne, C.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.