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Volumn 56, Issue 3, 2011, Pages 917-939

Failure of dams arranged in series or in complex

Author keywords

Breach parameters; Dam breaching; Dam break in cascade; Depth averaged flow modeling; Finite volume; Hazard analysis; Lumped model; Sensitivity analysis

Indexed keywords

DAM FAILURE; FINITE VOLUME METHOD; FLOOD; FLOW MODELING; FLUID FLOW; HAZARD ASSESSMENT; HYDRODYNAMICS; PREDICTION; RESERVOIR; SENSITIVITY ANALYSIS; TWO-DIMENSIONAL MODELING; WAVE PROPAGATION;

EID: 79951725438     PISSN: 0921030X     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11069-010-9600-z     Document Type: Article
Times cited : (29)

References (42)
  • 1
    • 0027561554 scopus 로고
    • A high resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations
    • Alcrudo F, Garcia-Navarro P (1993) A high resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations. Int J Numer Methods Fluids 16: 489-505.
    • (1993) Int J Numer Methods Fluids , vol.16 , pp. 489-505
    • Alcrudo, F.1    Garcia-Navarro, P.2
  • 3
    • 0031171448 scopus 로고    scopus 로고
    • Solution of the 2D shallow water equations using finite volume method on unstructured triangular meshes
    • Anastasiou K, Chan CT (1997) Solution of the 2D shallow water equations using finite volume method on unstructured triangular meshes. Int J Numer Methods Fluids 24: 1225-1245.
    • (1997) Int J Numer Methods Fluids , vol.24 , pp. 1225-1245
    • Anastasiou, K.1    Chan, C.T.2
  • 4
    • 0023562030 scopus 로고
    • 1-D Dam-break flood-wave propagation on dry bed
    • Bellos CV, Sakkas JG (1987) 1-D Dam-break flood-wave propagation on dry bed. J Hydraul Eng-ASCE 113(12): 1510-1524.
    • (1987) J Hydraul Eng-ASCE , vol.113 , Issue.12 , pp. 1510-1524
    • Bellos, C.V.1    Sakkas, J.G.2
  • 6
    • 0038268613 scopus 로고    scopus 로고
    • Finite volume method for simulating extreme flood events in natural channels
    • Caleffi V, Valiani A, Zanni A (2003) Finite volume method for simulating extreme flood events in natural channels. J Hydraul Eng-ASCE 41(2): 167-177.
    • (2003) J Hydraul Eng-ASCE , vol.41 , Issue.2 , pp. 167-177
    • Caleffi, V.1    Valiani, A.2    Zanni, A.3
  • 11
    • 78049332796 scopus 로고    scopus 로고
    • Detailed 2D hydrodynamic simulations as an onset for evaluating socio-economic impacts of floods considering climate change
    • P. Samuels, S. Huntington, W. Allsop, and J. Harrop (Eds.), London: Taylor & Francis
    • Dewals BJ, Detrembleur S, Archambeau P, Erpicum S, Pirotton M (2008a) Detailed 2D hydrodynamic simulations as an onset for evaluating socio-economic impacts of floods considering climate change. In: Samuels P, Huntington S, Allsop W, Harrop J (eds) Flood risk management: research and practice. Taylor & Francis, London, pp 125-135.
    • (2008) Flood Risk Management: Research and Practice , pp. 125-135
    • Dewals, B.J.1    Detrembleur, S.2    Archambeau, P.3    Erpicum, S.4    Pirotton, M.5
  • 14
    • 39649103073 scopus 로고    scopus 로고
    • Optimisation objective de paramètres en écoulements turbulents à surface libre sur maillage multibloc
    • PhD thesis, University of Liege
    • Erpicum S (2006) Optimisation objective de paramètres en écoulements turbulents à surface libre sur maillage multibloc. PhD thesis, University of Liege.
    • (2006)
    • Erpicum, S.1
  • 18
    • 0025473498 scopus 로고
    • Explicit methods for 2-D transient free surface flows
    • Fennema RJ, Chaudhry H (1990) Explicit methods for 2-D transient free surface flows. J Hydraul Eng-ASCE 116(8): 1013-1034.
    • (1990) J Hydraul Eng-ASCE , vol.116 , Issue.8 , pp. 1013-1034
    • Fennema, R.J.1    Chaudhry, H.2
  • 19
    • 0004241492 scopus 로고
    • DAMBRK: the NWS Dam Break flood forecasting model
    • Silver Spring
    • Fread DL (1984) DAMBRK: the NWS Dam Break flood forecasting model. National Weather Service (NWS) Report, Silver Spring.
    • (1984) National Weather Service (NWS) Report
    • Fread, D.L.1
  • 22
    • 0033594203 scopus 로고    scopus 로고
    • Dam-break flow simulation: some results for one-dimensional models of real cases
    • Garcia-Navarro P, Fras A, Villanueva I (1999) Dam-break flow simulation: some results for one-dimensional models of real cases. J Hydrol 216: 227-247.
    • (1999) J Hydrol , vol.216 , pp. 227-247
    • Garcia-Navarro, P.1    Fras, A.2    Villanueva, I.3
  • 23
    • 0023697804 scopus 로고
    • Approximate Riemann solutions of the shallow water equations
    • Glaister P (1988) Approximate Riemann solutions of the shallow water equations. J Hydraul Res 26(3): 293-300.
    • (1988) J Hydraul Res , vol.26 , Issue.3 , pp. 293-300
    • Glaister, P.1
  • 25
    • 79951723073 scopus 로고    scopus 로고
    • ICOLD, Bulletin 111. International Commission on Large Dams, Paris
    • ICOLD (1998) Dam Break flood analysis-review and recommendations, Bulletin 111. International Commission on Large Dams, Paris.
    • (1998) Dam Break flood analysis-review and recommendations
  • 26
    • 33645876159 scopus 로고    scopus 로고
    • Assessment of discharge through a dike breach and simulation of flood wave propagation
    • Kamrath P, Disse M, Hammer M, Köngeter J (2006) Assessment of discharge through a dike breach and simulation of flood wave propagation. Nat Hazards 38(1-2): 63-78.
    • (2006) Nat Hazards , vol.38 , Issue.1-2 , pp. 63-78
    • Kamrath, P.1    Disse, M.2    Hammer, M.3    Köngeter, J.4
  • 27
    • 79953147719 scopus 로고    scopus 로고
    • A fast universal solver for 1D continuous and discontinuous steady flows in rivers and pipes
    • doi: 10. 1002/fld. 2243
    • Kerger F, Archambeau P, Erpicum S, Dewals BJ, Pirotton M (2009) A fast universal solver for 1D continuous and discontinuous steady flows in rivers and pipes. Int J Numer Methods Fluids. doi: 10. 1002/fld. 2243.
    • (2009) Int J Numer Methods Fluids
    • Kerger, F.1    Archambeau, P.2    Erpicum, S.3    Dewals, B.J.4    Pirotton, M.5
  • 28
    • 79951721985 scopus 로고    scopus 로고
    • 1D unified mathematical model for environmental flow applicated to aerated mixed flows
    • (in press)
    • Kerger F, Erpicum S, Dewals BJ, Archambeau P, Pirotton M (2010) 1D unified mathematical model for environmental flow applicated to aerated mixed flows. Adv Eng Softw (in press).
    • (2010) Adv Eng Softw
    • Kerger, F.1    Erpicum, S.2    Dewals, B.J.3    Archambeau, P.4    Pirotton, M.5
  • 30
    • 0031652170 scopus 로고    scopus 로고
    • TVD scheme for the shallow water equations
    • Louaked M, Hanich L (1998) TVD scheme for the shallow water equations. J Hydraul Res 36(3): 363-378.
    • (1998) J Hydraul Res , vol.36 , Issue.3 , pp. 363-378
    • Louaked, M.1    Hanich, L.2
  • 32
    • 33645427424 scopus 로고    scopus 로고
    • Barrages: crues de rupture et protection civile
    • Presses Internationales Polytechniques
    • Marche C (2004) Barrages: crues de rupture et protection civile. Presses Internationales Polytechniques.
    • (2004)
    • Marche, C.1
  • 34
    • 0032096503 scopus 로고    scopus 로고
    • High-resolution finite volume method for shallow water flows
    • Mingham CG, Causon DM (1998) High-resolution finite volume method for shallow water flows. J Hydraul Eng-ASCE 124(6): 605-614.
    • (1998) J Hydraul Eng-ASCE , vol.124 , Issue.6 , pp. 605-614
    • Mingham, C.G.1    Causon, D.M.2
  • 37
    • 2142751242 scopus 로고    scopus 로고
    • Discontinuous Galerkin finite-element method for transcritical two-dimensional shallow water flows
    • Schwanenberg D, Harms M (2004) Discontinuous Galerkin finite-element method for transcritical two-dimensional shallow water flows. J Hydraul Eng-ASCE 130(5): 412-421.
    • (2004) J Hydraul Eng-ASCE , vol.130 , Issue.5 , pp. 412-421
    • Schwanenberg, D.1    Harms, M.2
  • 38
    • 0021645079 scopus 로고
    • Sensitivity of outflow peaks and flood stage to the selection of dam breach parameters and simulation models
    • Singh KP, Snorrason A (1984) Sensitivity of outflow peaks and flood stage to the selection of dam breach parameters and simulation models. J Hydrol 68: 295-310.
    • (1984) J Hydrol , vol.68 , pp. 295-310
    • Singh, K.P.1    Snorrason, A.2
  • 39
    • 0033709421 scopus 로고    scopus 로고
    • Two dimensional shallow water flows simulation using TVD-MacCormack scheme
    • Tseng MH, Chu CR (2000) Two dimensional shallow water flows simulation using TVD-MacCormack scheme. J Hydraul Res 38(2): 123-131.
    • (2000) J Hydraul Res , vol.38 , Issue.2 , pp. 123-131
    • Tseng, M.H.1    Chu, C.R.2
  • 42
    • 2142811173 scopus 로고    scopus 로고
    • Uncertainty of prediction of embankment dam breach parameters
    • Wahl TL (2004) Uncertainty of prediction of embankment dam breach parameters. J Hydraul Eng-ASCE 130(5): 389-397.
    • (2004) J Hydraul Eng-ASCE , vol.130 , Issue.5 , pp. 389-397
    • Wahl, T.L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.