Two dimensional finite element modelling of floodplain flow

Houille Blanche

Volumn 54, Issue 3-4, 1999, Pages 82-88

  Bates, P D ^a   Wilson, C A M E ^a   Hervouet, J M ^a   Stewart, M D ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

FLOODPLAIN; FLOW; MODELING;

EID: 0032771838     PISSN: 00186368     EISSN: None     Source Type: Journal    
DOI: 10.1051/lhb/1999040     Document Type: Article

References (25)

1. Samuels P.O. (1985). "Modelling of river and flood plain flow using the finite element method". Hydraulics Research Ltd., Technical Report SR61, Wallingford.
2. Gee, D.M., Anderson, M.G. and Baird, L. (1990). "Large scale floodplain modelling "Earth Surface Processes and Landforms, 15, 512-523
3. Bates, P.O., Anderson, M.G., Baird, L., Walling, D.E. and Simm, D. (1992). "Modelling floodplain flow with a two dimensional finite element scheme". Earth Surface Processes and Landforms, 17, 575-588.
4. Feldhaus, R., Höttges, J., Brockhaus, T. and Rouvé, G. (1992). "Finite element simulation of flow and pollution transport applied to a part of the River Rhine". In: Falconer, R.A., Shiono, K. and Matthews, R.G.S (Eds.), Hydraulic and environmental Modelling; Estuarine and River Waters, Ashgale Publishing, Aldershot, 323-344.
5. Anderson, M.G. and Bates, P.O. (1994). "Initial testing of a two dimensional finite element model for floodplain inundation". Proceedings of the Royal Society of London, Series A, 444, 149-159.
6. Cunge, J.A., Holly, F.M. and Verwey, A., (1980). Practical aspects of computational river hydraulics. Pitman, London.
7. Fread D.L., (1985). Channel routing. In M.G Anderson and T.P. Burt (eds), Hydrological forecasting, John Wiley and Sons, Chichester, 437-503.
8. Zeike W. and Urban W., (1981). Two dimensional modelling of rivers with flood plains. In Numerical Modelling of River Channel and Overland Flow for Water Resources and Environmental Applications, IAHR Publication, Delft, The Netherlands..
9. Huyakorn, P.S. and Pinder, G.F., (1983). Computational methods in subsurface flow. Academic Press, New York, USA.
10. Sellin, R.H.J. and Willetts, B.B. (1996). "Three Dimensional structures, memory and energy dissipation in meandering compound Channel Flow". In Anderson, M.G., Walling, D.E. and Bates, P.D. (Eds.), Floodplain Processes, John Wiley and Sons, Chichester, 255-289.
11. Naish, C. and Sellin, R.H.J., (1995). Scaling and hydraulic modelling for small and large scale river flows. 25th IAHR Congress HYDRA 200, London, UK, Volume 1, 111-116.
12. Hervouet J-M. (1993). "Comparison of experimental data and laser measurements with the computational results of TELEMAC-2D code (shallow water equations)". In:. Maksimovic, C. and Radojkovic, M. (Eds), Computational and experimental methods in hydraulics (HYDROCOMP ë89), eds., Elsevier, Amsterdam, 237-242.
13. Hervouet. J-M. (1993). "Validating the numerical simulations of dam-break and floods". Advances in Hydroscience and Engineering Vol 1 Part A, Washington, USA, 754-761.
14. Bates, P.D., Hervouet, J.-M and Anderson, M.G. (1994). "Computation of a flood event using a two dimensional finite element model and its comparison to field data". In P. Molinaro and E. Natale (Eds), "Modelling of Flood Propagation over Initially Dry Areas", American Society of Civil Engineers, New York, 243-256.
15. Brookes, A.N. and Hughes, T.J.R., 1982. "Streamline Upwind/Petrov Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations". Computer Methods in Applied Mechanics and Engineering, 32, 199-259.
16. Hervouet, J.-M. and Janin, J.-M., (1994). "Finite element algorithms for modelling flood propagation". In P. Molinaro and E. Natale (eds), Modelling flood propagation over initially dry areas, American Society of Civil Engineers, New York, 102-113.
17. Hervouet, J-M. and Van Haren, E. (1996). "Recent Advances in Numerical Methods for Fluid flow". In Anderson, M.G., Walling, D.E. and Bates, P.D (Eds.), Floodplain Processes. John Wiley and Sons, Chichester, 183-214.
18. Bates, P.D., Anderson, M.G. and Hervouet, J.-M. (1995). "An initial comparison of two 2-dimensional finite element codes for river flood simulation" Proc. Instn. Civ. Engrs., Wat., Marit. and Energy, 112, 238-248.
19. King, I.P. and Norton, W.R., (1978). "Recent applications of RMA's finite element models for two dimensional hydrodynamics and water quality". In C.A. Brebbia, W.G. Gray and G.F. Pinder (eds), "Proceedings of the Second International Conference on Finite Elements in Water Resources", Pentech Press, London, 81-99.
20. Marchnk, G.I., (1975). "Methods of numerical mathematics", Springer-Verlag, New York, 316pp.
21. Harpin, R., Webb, D.R., Whitlaw, C.D., Samuels, P.G. and Wark, J.B., (1995). Benchmarking of hydraulic models. Stage 1 Final Report to the UK National Rivers Authority, Research and Development Project 508, National Rivers Authority, UK, 39pp.
22. Ackers, P., (1989). Resistance functions for the Wallingford facility. SERC Flood Channel Research Design Manual Technical Report, Volume 1.
23. Ervine, D.A. and Baird, J.I., (1992). Rating curves for rivers with overbank flow. Proceedings of the Institution of Civil Engineers, Part 2, 73, 465-472.
24. Knight, D.W. and Shiono, K. (1996). 'River Channel and Floodplain Hydraulics.' In Anderson, M.G., Walling, D.E. and Bates, P.D. (Eds.), Floodplain Processes, John Wiley and Sons, Chichester, 139-182.
25. Myers, W.R.C., (1987). Velocity and discharge in compound channels. ASCE Journal of Hydraulic Engineering, 113, 753-766.