Shallow-water flow solver with non-hydrostatic pressure: 2D vertical plane problems

International Journal for Numerical Methods in Fluids

Volumn 28, Issue 3, 1998, Pages 541-563

  Stansby, P K ^a   Zhou, J G ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

EDDY VISCOSITY; SHALLOW-WATER FLOW;

BOUNDARY CONDITIONS; COMPUTATIONAL METHODS; HYDROSTATIC PRESSURE; MATHEMATICAL MODELS; NAVIER STOKES EQUATIONS; TURBULENCE; VISCOSITY OF LIQUIDS;

FLOW OF WATER;

NAVIER-STOKES EQUATIONS; SHALLOW-WATER EQUATION; TURBULENCE;

NAVIER-STOKES EQUATIONS; SHALLOW WATER; TURBULENCE;

EID: 0032531306     PISSN: 02712091     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0363(19980915)28:3<541::AID-FLD738>3.0.CO;2-0     Document Type: Article

References (11)

1. P.K. Stansby, 'Semi-implicit finite volume shallow-water flow and solute transport solver with k-ε turbulence model', Int. j. numer. methods fluids, 25, 285-313 (1997).
2. P.M. Lloyd and P.K. Stansby, 'Shallow-water flow around conical islands of small side slope', J. Hydr. Eng., ASCE, 123, 1057-1077 (1997).
3. P.M. Lloyd, P.K. Stansby, D. Chen, J. Yin,Y. Chen and R.A. Falconer, 'Oscillatory shallow-water flow around a conical headland'. Vol. 1, Theme B, xxvii IAHR Congress, San Francisco, 1997, pp. 791-796.
4. B. Johns, 'The modelling of the free surface flow of water over topography', Coastal Eng., 15, 257-278 (1991).
5. V. Casulli and G. Stelling, 'Simulation of three-dimensional, non-hydrostatic free-surface flows for estuaries and coastal seas', Proc. Int. Conf. on Estuarine and Coastal Modeling, ASCE, New York, NY, USA, 1996, p. 112.
6. V. Casulli and R.T. Cheng, 'Semi-implicit finite difference methods for three-dimensional shallow water flow', Int. j. numer. methods fluids, 15, 629-648 (1992).
7. W. Rodi, Turbulence Models and their Applications in Hydraulics, 3rd edn., IAHR, Delft, The Netherlands, 1993.
8. G. Stelling and J.A.T.M. van Rester, 'On the approximation of horizontal gradients in sigma co-ordinates for bathymetry with steep bottom slopes'. Int. j. numer. methods fluids, 18, 915-935 (1994).
9. B.J. Alfrink and L.C. van Rijn, 'Two-equation turbulence model for flow in trench', J. Hydraul. Eng. ASCE, 109, 941-958 (1983).
10. B. Basara and B.A. Younis, 'Predictions of turbulent flows in dredged trenches', J. Hydraul. Res., 33, 813-824 (1995).
11. G.P. Almeida, D.F.G. Durao and M.V. Heitor, 'Wake flows behind two-dimensional model hills', Exp. Thermal Fluid Sci., 7, 87-101 (1993).