Numerical prediction of dam-break flows in general geometries with complex bed topography
被引:103
作者:
Zhou, JG
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机构:
Manchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, EnglandManchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, England
Zhou, JG
[1
]
Causon, DM
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Manchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, EnglandManchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, England
Causon, DM
[1
]
Mingham, CG
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Manchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, EnglandManchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, England
Mingham, CG
[1
]
Ingram, DM
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Manchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, EnglandManchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, England
Ingram, DM
[1
]
机构:
[1] Manchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M1 5GD, Lancs, England
dam failure;
water flow;
boundary conditions;
channel beds;
topography;
D O I:
10.1061/(ASCE)0733-9429(2004)130:4(332)
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
Dam-break flows in general geometries with complex bed topography are simulated numerically using a high-resolution Godunov-type cut cell method. The model is based on the shallow water equations with appropriate source terms. A vertical step in the bed is treated efficiently and accurately with the surface gradient method. For dam-break flows occurring in complicated geometries, the Cartesian cut cell method together with transmissive boundary conditions is incorporated. Verification of the method is carried out by predicting dam-break flows typical of practical situations, i.e., dam-break flows over a vertical step into bent channels and a dam-break flow over a bump in a bed with both transmissive and reflective boundary conditions at the channel end. The results are compared with experimental data showing good agreement. The method is simple, efficient, and conservative. It shows promise for handling a wide range of dam-break flows.