Applicability of sediment transport capacity formulas to dam-break flows over movable beds

Journal of Hydraulic Engineering

Volumn 137, Issue 2, 2011, Pages 209-221

  El Kadi Abderrezzak, Kamal ^a   Paquier, André ^b  

^a EDF R AND D   (France)

^b CENTRE DE LYON VILLEURBANNE   (France)

Author keywords

Dam break; Laboratory data; One dimensional (1D) numerical model; Sediment transport capacity

Indexed keywords

1-D MODELS; DAM-BREAK FLOW; DAM-BREAKS; EMPIRICAL FORMULAS; LAYER MODEL; MASS FAILURES; NON-EQUILIBRIUM SEDIMENT TRANSPORT; NUMERICAL MODELING; NUMERICAL RESULTS; ONE-DIMENSIONAL (1D) NUMERICAL MODEL; SEDIMENT TRANSPORT CAPACITY; SHALLOW WATER EQUATIONS; WATER PROFILES;

DAMS; NUMERICAL METHODS; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY;

SOIL MECHANICS;

DAM FAILURE; EMPIRICAL ANALYSIS; FAILURE MECHANISM; LABORATORY METHOD; NUMERICAL MODEL; ONE-DIMENSIONAL MODELING; SEDIMENT TRANSPORT; SHALLOW-WATER EQUATION;

EID: 78651509101     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000298     Document Type: Article

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