Simulating moving boundary using a linked groundwater and surface water flow model

Journal of Hydrology

Volumn 349, Issue 3-4, 2008, Pages 524-535

  Yuan, Dekui ^a   Lin, Binling ^b   Falconer, Roger ^b  

^a TIANJIN UNIVERSITY   (China)

^b CARDIFF UNIVERSITY   (United Kingdom)

Author keywords

Flooding; Linked surface groundwater flow model; Moving boundary; Shallow water flow; Wetland

Indexed keywords

FLOODS; HYDROSTATIC PRESSURE; PROBLEM SOLVING; WETLANDS;

FLOODING; LINKED SURFACE-GROUNDWATER FLOW MODEL; MOVING BOUNDARY; SHALLOW WATER FLOW;

GROUNDWATER FLOW;

FLOODS; GROUNDWATER FLOW; HYDROSTATIC PRESSURE; PROBLEM SOLVING; WETLANDS;

ALGORITHM; FLOODING; FLOW MODELING; GROUNDWATER FLOW; MASS BALANCE; MODEL TEST; PERFORMANCE ASSESSMENT; SHALLOW WATER; SURFACE WATER; WETLAND;

EID: 38349075662     PISSN: 00221694     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhydrol.2007.11.028     Document Type: Article

References (22)

1. Balzano A. Evaluation of methods for numerical simulation of wetting and drying in shallow water flow models. Coastal Engineering 34 (1998) 83-107
2. Bates P.D., and Hervouet J.-M. A new method for moving-boundary hydrodynamic problems in shallow water. Proceeding of Royal Society (A) 455 (1999) 3107-3128
3. Bedient P.B., and Huber W.C. Hydrology and Floodplain Analysis (1988), Addison-Wesley Publishing Company, New York
4. Beffa C., and Connel R. Two-dimensional flood plain flow I: model description. Journal of Hydraulic Engineering - ASCE 6 5 (2001) 397-405
5. Brufau P., Garcia-Navarro P., and Vazquez-Cendon M.E. Zero mass error using unsteady wetting-drying conditions in shallow flows over dry irregular topography. International Journal for Numerical Methods in Fluids 45 (2004) 1047-1082
6. Defina A. Two-dimensional shallow flow equations for partially dry areas. Water Resources Research 11 (2000) 3251-3264
7. Falconer R.A., and Chen Y. An improved representation of flooding and drying and wind stress effects in a two-dimensional tidal numerical model. Proceedings of the Institution of Civil Engineers, Part 2 91 (1991) 659-678
8. Falconer R.A., and Owens P.H. Numerical simulation of flooding and drying in a depth-averaged tidal flow model. Proceedings of the Institution of Civil Engineers 83 2 (1987) 161-180
9. Falconer, R.A., Lin, B., Wu, Y., Harries, E., 1999. DIVAST Model: Reference Manual. Environmental Water Management Research Centre, School of Engineering, Cardiff University, 17 p.
10. Fletcher C.A.J. Computational Techniques for Fluid Dynamics. second ed. Specific Techniques for Different Flow Categories vol. 2 (1991), Springer Verlag, Berlin
11. Gopalakrishnan T. A moving boundary circulation model for regions with large tidal flats. International Journal for Numerical Methods in Engineering 28 (1989) 245-260
12. Heniche M., Secretan Y., Boudeau P., and Leclerc M. A two-dimensional finite element drying-wetting shallow water model for rivers and estuaries. Advances in Water Research 23 (2000) 359-372
13. Ip J.T.C., Lynch D.R., and Friedrichs C.T. Simulation of estuarine flooding and dewatering with application to Great Bay, New Hampshire. Estuarine, Coastal and Shelf Science 47 (1998) 119-141
14. Jiang Y.W., and Wai O.W.H. Drying-wetting approach for 3D finite element sigma coordinate model for estuaries with large tidal flats. Advances in Water Resources 28 (2005) 779-792
15. Kennedy A.B., Chen Q., Kirby J.T., and Dalrymple R.A. Boussinesq modelling of wave transformation, breaking and runup. I: one dimension. Journal of Waterway, Port, Coastal and Ocean Engineering 126 (2000) 39-47
16. Leendertse, J.J., 1970. A water-quality simulation model for well-mixed estuaries and coastal seas. Principles of Computation. Rand. Sata Monica, vol. 1, February, RM-6230-RC.
17. Lynch D.R., and Gray W.G. Finite element simulation of flow in deforming regions. Journal of Computational Physics 36 (1980) 135-153
18. MacArthur, R.C., Dexter, J.R., Smith, D.J., King, I.P., 1990. Two dimensional finite element simulation of the flooding characteristics in Kawainui Marsh, Hawaii. In: Proceedings of 1990 National Hydraulic Engineering Conference, ASCE, New York, 0-87262-774-8, pp. 664-669.
19. Nielsen C., and Apelt C. Parameters affecting performance of wetting and drying in a two-dimensional finite element long wave hydrodynamic model. Journal of Hydraulic Engineering 129 8 (2003) 628-636
20. Sielecki A., and Wurtele M.G. The numerical integration of the nonlinear shallow-water equations with sloping boundaries. Journal of Computational Physics 6 (1970) 219-236
21. Tao J. A numerical model of wave running up and breaking on a beach. Acta Oceanal Sinica 6 (1984) 693-700 (in Chinese)
22. Thacker W.C. Some exact solutions to the nonlinear shallow-water wave equations. Journal of Fluid Mechanics 107 (1981) 499-508