The initial stages of dam-break flow

Journal of Fluid Mechanics

Volumn 374, Issue , 1998, Pages 407-424

  Stansby, P K ^a   Chegini, A ^a   Barnes, T C D ^b  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

^b UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL FLUID DYNAMICS; DAMS; HYDROSTATIC PRESSURE; JETS; WATER LEVELS;

FROUDE SCALING; STROUHAL NUMBER;

FLUID STRUCTURE INTERACTION;

EID: 0032202386     PISSN: 00221120     EISSN: None     Source Type: Journal    
DOI: 10.1017/S0022112098009975     Document Type: Article

References (8)

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3. DOLD, J. W. 1992 An efficient surface-integral algorithm applied to unsteady gravity waves. J. Comput. Phys. 103, 90-115.
4. DOLD, J. W. & PEREGRINE, D. H. 1986 An efficient boundary integral method for steep unsteady water waves. In Methods for Fluid Dynamics II (ed. K. W. Morton & M. J. Baines), pp. 671-679. Oxford University Press.
5. HARLOW, F. H. & WELCH, J. E. 1965 Numerical calculation of time-dependent viscous incompressible flow of fluid with a free surface. Phys. Fluids 8, 2182-2189.
6. HIRT, C. W. & NICHOLS, B. D. 1981 Volume of fluid (VOF) method for the dynamics of free boundaries. J. Comput. Phys. 39, 201-225.
7. NICHOLS, B. D. & HIRT, C. W. 1971 Improved free surface conditions for numerical incompressible flow computations. J. Comput. Phys. 8, 434-448.
8. STOKER, J. J. 1957 Water Waves. Interscience.