A comparison of one- and two-dimensional approaches to modelling flood inundation over complex upland floodplains

Hydrological Processes

Volumn 21, Issue 23, 2007, Pages 3190-3202

  Tayefi, V ^a   Lane, S N ^b   Hardy, R J ^b   Yu, D ^b  

^a Scott Wilson Group plc   (United Kingdom)

^b DURHAM UNIVERSITY   (United Kingdom)

Author keywords

Diffusion wave; Flood inundation modelling; Flood risk mapping; HEC RAS; One dimensional models

Indexed keywords

COMPUTER SIMULATION; HYDRAULIC MODELS; MAPPING; RISK ASSESSMENT; RIVERS;

DIFFUSION WAVE; FLOOD INUNDATION MODEL; FLOOD RISK MAPPING;

FLOODS;

COMPUTER SIMULATION; FLOODS; HYDRAULIC MODELS; MAPPING; RISK ASSESSMENT; RIVERS;

FLOOD FORECASTING; FLOODING; FLOODPLAIN; HYDROLOGICAL MODELING; ONE-DIMENSIONAL MODELING; TOPOGRAPHIC EFFECT; TWO-DIMENSIONAL MODELING; UPLAND REGION;

ENGLAND; EURASIA; EUROPE; UNITED KINGDOM; WESTERN EUROPE; WHARFE RIVER;

EID: 36148991902     PISSN: 08856087     EISSN: 10991085     Source Type: Journal    
DOI: 10.1002/hyp.6523     Document Type: Article

References (35)

1. Acrement Jr GJ, Schneider VR. 1984. Guide for selecting Manning's roughness coefficients for natural channels and floodplain. United States, Geological Survey, Water Supply Papers 2339.
2. Anderson MG, Bates PD. 1994. Initial testing of a two-dimensional finite element model for floodplain inundation. Proceedings of the Royal Society of London, Series A: Mathematical, Physical and Engineering Sciences 444: 149-159.
3. Bates PD, Anderson MG. 1993. A two-dimensional finite-element model for river flow inundation. Proceedings of the Royal Society of London, Series A: Mathematical, Physical and Engineering Sciences 440: 481-491.
4. Bates PD, De Roo APJ. 2000. A simple raster-based model for flood inundation simulation. Journal of Hydrology 236: 54-77.
5. Bates PD, Anderson MG, Baird L, Walling DE, Simm D. 1992. Modelling floodplain flow with a two-dimensional finite element scheme. Earth Surface Processes and Landforms 17: 575-588.
6. Bates PD, Anderson MG, Hervouet JM. 1995. Initial comparison of two two-dimensional finite element codes for river flood simulation. Proceedings of the Institution of Civil Engineers, Water, Maritime and Energy 112: 238-248.
7. Bates PD, Stewart MD, Siggers GB, Smith CN, Hervouet J-M, Sellin RHJ. 1998. Internal and external validation of a two-dimensional finite element model for river flood simulation. Proceedings of the Institution of Civil Engineers, Water, Maritime and Energy 130: 127-141.
8. Bates PD, Marks KJ, Horritt MS. 2003. Optimal use of high-resolution topographic data in flood inundation models. Hydrological Processes 17: 537-557.
9. Beven KJ. 1989. Changing ideas in hydrology - the case of physically-based models. Journal of Hydrology 105: 157-172.
10. Bradbrook KF, Lane SN, Waller SG, Bates PD. 2004. Two dimensional diffusion wave modelling of flood inundation using a simplified channel representation. International Journal of River Basin Management 3: 1-13.
11. Chow VT. 1959. Open Channel Hydraulic. McGraw-Hill: New York.
12. Cobby DM, Mason DC, Horritt MS, Bates PD. 2003. Two-dimensional hydraulic flood modelling using a finite-element mesh decomposed according to vegetation and topographic features derived from airborne scanning laser altimetry. Hydrological Processes 17: 1979-2000.
13. Cunge JA. 1975. Two-dimensional modelling of floodplains. In Unsteady Flow in Open Channels, vol. II, Mahmood K, Yevjevich V (eds). Water Resources Publications: Fort Collins, CO.
14. Curge JA, Holly JFM, Verwey A. 1976. Practical Aspects of Computational River Hydraulics. Pitman: London.
15. Ervine DA, MacCleod AB. 1999. Modelling a river channel with distant floodbanks. Proceedings of the Institution of Civil Engineers, Water, Maritime and Energy 136: 21-33.
16. Ervine DA, Sellin RHJ, Willets BB. 1994. Large flow structure in meandering compound channels. In Proceedings of the Second International Conference on River Flood Hydraulics, White WR, Watts J (eds). Wiley: Chichester; 459-470.
17. Feldhaus R, Hottges J, Brockhaus T, Rouve G. 1992. Finite element simulation of flow and pollution transport applied to a part of the River Rhine. In Hydraulic and Environmental Modelling: Estuarine and River Waters, Falconer RA, Shiono K, Matthews RGS (eds). Ashgate Publishing: Aldershot; 323-334.
18. Gee DM, Anderson MG, Baird L. 1990. Large-scale floodplain modelling, Earth Surface Processes and Landforms 15: 513-523.
19. Houghton-Carr H. 1999. Flood Estimation Handbook. Vol. 4, Restatement and Application of the Flood Studies Report Rainfall-Runoff Method. Institute of Hydrology: Wallingford.
20. Hardy RJ, Bates PD, Anderson MG. 1999. The importance of spatial resolution in hydraulic models for floodplain environments. Journal of Hydrology 216: 124-136.
21. Horritt MS, Bates PD. 2001a. Effects of spatial resolution on a raster based model of flood flow. Journal of Hydrology 253: 239-249.
22. Horritt MS, Bates PD. 2001b. Predicting floodplain inundation: raster-based modelling versus the finite-element approach. Hydrological Processes 15: 825-842.
23. Horritt MS, Bates PD. 2002. Evaluation of 1D and 2D numerical models for predicting river flood inundation. Journal of Hydrology 268: 87-99.
24. Hunter NM, Bates PD, Horritt MS, Wilson MD. 2006. Improved simulation of inundation dynamics in storage cell hydraulic models. Proceedings of the Institution of Civil Engineers, Water Management 159: 9-18.
25. Knight DW, Shiono K. 1996. River channel and floodplain hydraulics. In Floodplain Processes, Anderson MG, Walling DE, Bates PD (eds). Wiley: Chichester; 139-181.
26. Lane SN. 2005. Roughness - time for a re-evaluation? Earth Surface Processes and Landforms 30: 251-253.
27. Marks K, Bates PD. 2000. Integration of high-resolution topographic data with floodplain flow models. Hydrological Processes 14: 2109-2122.
28. Nicholas AP, Mitchell CA. 2003. Numerical simulation of overbank processes in topographically complex floodplain environments. Hydrological Processes 17: 727-746.
29. Nicholas AP, Walling DE. 1997. Numerical modelling of floodplain hydraulics and suspended sediment transport and deposition. Hydrological Processes 12: 1339-1355.
30. Samuels PG. 1990. Cross section location in one-dimensional models. In International Conference on River Flood Hydraulics, White WR (ed.). Wiley: Chichester; 339-350.
31. Sellin RHJ, Ervine DA, Willetts BB. 1993. Behaviour of meandering two-stage channels. Proceedings of the Institution of Civil Engineers, Water, Maritime and Energy 101: 99-111.
32. Stewart MD, Bates PD, Anderson MG, Price DA, Burt TP. 1999. Modelling floods in hydrologically complex lowland river reaches. Journal of Hydrology 223: 85-106.
33. Yu D, Lane SN. 2006a. Urban fluvial flood modelling using a two-dimensional diffusion wave treatment, part 1: mesh resolution effects. Hydrological Processes. 20: 1541-1565.
34. Yu D, Lane SN. 2006b. Urban fluvial flood modelling using a two-dimensional diffusion wave treatment, part 2: development of a sub grid-scale treatment. Hydrological Processes 20: 1567-1583.
35. Zanobetti D, Lorgere H, Preissmanm A, Cunge JA. 1968. Le modèle mathématique du delta du Mékong. La Houille Blanche 23: 17-30, 255-269, 363-378.