Dam-break wave-front celerity

Journal of Hydraulic Engineering

Volumn 132, Issue 1, 2006, Pages 69-76

  Leal, João Gouveia Aparício Bento ^a   Ferreira, Rui Miguel Lage ^b   Cardoso, António Heleno ^b  

^a UNIVERSITY OF BEIRA INTERIOR   (Portugal)

^b INSTITUTO SUPERIOR TÉCNICO   (Portugal)

Author keywords

Dam failure; Numerical models; Risk management; Waves

Indexed keywords

FRICTION; MATHEMATICAL MODELS; MATHEMATICAL TRANSFORMATIONS; PERTURBATION TECHNIQUES; RISK MANAGEMENT; SEDIMENT TRANSPORT; WATER WAVES;

DAM BREAK WAVE FRONT CELERITY; DAM FAILURE; FRICTION COEFFICIENT;

DAMS;

DAMS; FRICTION; MATHEMATICAL MODELS; MATHEMATICAL TRANSFORMATIONS; PERTURBATION TECHNIQUES; RISK MANAGEMENT; SEDIMENT TRANSPORT; WATER WAVES;

BEDLOAD; DAM FAILURE; NUMERICAL MODEL; SEDIMENT TRANSPORT; SHALLOW-WATER EQUATION;

EID: 31444439784     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2006)132:1(69)     Document Type: Article

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