Evaluating shallow water assumptions in dam-break flows

Proceedings of the Institution of Civil Engineers: Water Management

Volumn 163, Issue 5, 2010, Pages 227-237

  Liang, Dongfang ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Floods and floodworks; Hydraulics and hydrodynamics; Mathematical modelling

Indexed keywords

COMPLEX FLOW; DAM-BREAK FLOW; DAM-BREAKS; FLOOD WAVES; FREE SURFACES; LABORATORY MEASUREMENTS; MATHEMATICAL MODELLING; MULTIPLE WAVES; PROPAGATION SPEED; SHALLOW WATER EQUATIONS; SHALLOW WATERS; SMOOTHED PARTICLE HYDRODYNAMICS MODEL; TOTAL VARIATION DIMINISHING; VERTICAL VELOCITY COMPONENTS; WATER COLUMNS; WATER SURFACE; WEAK SOLUTION;

CRACK PROPAGATION; CRYSTALLOGRAPHY; DAMS; FLOODS; FLUID DYNAMICS; HYDRAULICS; HYDRODYNAMICS; HYDROSTATIC PRESSURE; MATHEMATICAL MODELS; SURFACE WATERS; VISCOUS FLOW;

NAVIER STOKES EQUATIONS;

DAM FAILURE; FLOOD WAVE; HYDRAULICS; HYDRODYNAMICS; NAVIER-STOKES EQUATIONS; NUMERICAL MODEL; SHALLOW-WATER EQUATION; WATER COLUMN; WATER USE; WAVE PROPAGATION;

EID: 77955802071     PISSN: 17417589     EISSN: 17517729     Source Type: Journal    
DOI: 10.1680/wama.2010.163.5.227     Document Type: Article

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