TECHNICAL PAPERS
Jun 1, 2008

Adaptive Godunov-Based Model for Flood Simulation

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 6

Abstract

Godunov-based shallow-water models utilize a discontinuous reconstruction of data at cell faces even for smooth flow, which can cause energy dissipation and degrade accuracy. Analysis of discrete equations shows that jumps (and therefore error) can be minimized by adaptively selecting either primitive or conservative variables for slope limiting and reconstruction according to the local Froude number. Therefore, a Godunov-based model with an adaptive scheme of slope limiting and variable reconstruction is presented. Two practical flood modeling applications are used to compare the performance of the adaptive scheme against two nonadaptive schemes. In addition, performance of second-order accurate schemes is compared to first-order schemes that utilize a second-order accurate description of terrain. Results show that the first-order adaptive scheme possesses the best combination of robustness, efficiency, and accuracy of the models tested.

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Acknowledgments

B.F.S. was supported on this project by a grant from the National Science Foundation Multi-Disciplinary Center for Earthquake Engineering Research (MCEER),NSF whose support is gratefully acknowledged. The writers also thank the anonymous reviewers who provided useful suggestions for improving the paper.

References

Bates, P. D., and Hervouet, J. M. (1999). “A new method for moving-boundary hydrodynamic problems in shallow water.” Proc. R. Soc. London, Ser. A, 455, 3107–3128.
Bates, P. D., Wilson, M. D., Horritt, M. S., Mason, D. C., Holden, N., and Currie, A. (2006). “Reach scale floodplain inundation dynamics observed using airborne synthetic aperture radar imagery: Data analysis and modeling.” J. Hydrol., 328, 306–318.
Begnudelli, L., and Sanders, B. F. (2006). “Unstructured grid finite volume algorithm for shallow-water flow and transport with wetting and drying.” J. Hydraul. Eng., 132(4), 371–384.
Begnudelli, L., and Sanders, B. F. (2007a). “Conservative wetting and drying methodology for quadrilateral grid finite volume models.” J. Hydraul. Eng., 133(3), 312–322.
Begnudelli, L., and Sanders, B. F. (2007b). “Simulation of the St. Francis dam-break flood.” J. Eng. Mech., 133(11), 1200–1212.
Bradford, S. F., and Katopodes (1999). “Finite volume model for nonlevel basin irrigation.” J. Hydraul. Eng., 127(4), 216–223.
Bradford, S. F., and Sanders, B. F. (2002). “Finite-volume model for shallow-water flooding of arbitrary topography.” J. Hydraul. Eng., 128(3), 289–298.
Bradford, S. F., and Sanders, B. F. (2005). “Performance of high-resolution, non-level bed, shallow-water models.” J. Eng. Mech., 131(10), 1073–1081.
Brown, J. D., Spencer, T., and Moeller, I. (2007). “Modeling storm surge flooding of an urban area with particular reference to modeling uncertainties: A case study of Canvey Island, United Kingdom.” Water Resour. Res., 43:W06402.
Brufau, P., and García-Navarro, P. (2003). “Unsteady free-surface flow simulation over complex topography with a multidimensional upwind technique.” J. Comput. Phys., 186, 503–526.
Causon, D. M., Ingram, D. M., Mingham, C. G., Yang, G., and Pearson, R. V. (2000). “Calculation of shallow water flows using a Cartesian cut cell approach.” Adv. Water Resour., 23(5), 545–562.
Cobby, D. M., Mason, D. C., Horritt, M. S., and Bates, P. D. (2003). “Two-dimensional hydraulic flood modelling using a finite-element mesh decomposed according to vegetation and topographic features derived from airborne scanning laser altimetry.” Hydrolog. Process., 17, 1979–2000.
Guinot, V. (2003). Godunov-type schemes (An introduction for engineers), Elsevier, New York.
Henderson, F. M. (1966). Open channel flow, Macmillan, New York.
Hesselink, A. W., Stelling, G. S., Kwadijk, J. C. J., and Middelkoop, H. (2003). “Inundation of a Dutch river polder, sensitivity analysis of a physically based inundation model using historic data.” Water Resour. Res., 39(9), 1234, .
Horritt, M. S., and Bates, P. D. (2001). “Effects of spatial resolution on a raster based model of flood flow.” J. Hydrol., 253(1–4), 239–249.
Horritt, M. S., Bates, P. D., and Mattinson, M. J. (2006). “Effects of mesh resolution and topographic representation in 2D finite volume models of shallow water fluvial flow.” J. Hydrol., 329(1–2), 306–314.
Hubbard, M. E. (1999). “Multidimensional slope limiters for MUSCL-type finite volume schemes on unstructured grids.” J. Comput. Phys., 155, 54–74.
Hunter, N. M., et al. (2008). “Benchmarking 2D hydraulic models for urban flood simulations.” Proc. Inst. Civ. Eng.-Wat. Mgmt., 161(1), 13–30.
Hunter, N. M., Bates, P. D., Horritt, M. S., and Wilson, M. D. (2006). “Improved simulation of flood flows using storage cell models.” Proc. Inst. Civ. Eng.-Wat. Mgmt., 159(1), 9–18.
Mason, D. C., Cobby, D. M., Horritt, M. S., and Bates, P. D. (2003). “Floodplain friction parameterization in two-dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry.” Hydrolog. Process., 17, 1711–1732.
Mason, D. C., Horritt, M. S., Hunter, N. M., and Bates, P. D. (2007). “Use of fused airborne scanning laser altimetry and digital map data for urban flood modelling.” Hydrolog. Process., 21(11), 1436–1447.
Mignot, E., Paquier, A., and Haider, S. (2006). “Modeling floods in a dense urban area using 2D shallow-water equations.” J. Hydrol., 327(1–2), 186–199.
Roe, P. L. (1981). “Approximate Riemann solvers, parameter vectors, and difference schemes.” J. Comput. Phys., 43, 357–372.
Sanders, B. F. (2007). “Evaluation of on-line DEMs for flood inundation modeling.” Adv. Water Resour., 30(8), 1831–1843.
Shewchuk, J. R. (1996). “Triangle: Engineering a 2D quality mesh generator and Delaunay triangulator.” Applied computational geometry: Towards geometric engineering, M. C. Lin and D. Manocha, eds., lecture notes in computer science, 1148, 203–222, ⟨http://www-2.cs.cmu.edu/~quake/triangle.html⟩.
Smith, M. J., Edwards, E. P., Priestnall, G., and Bates, P. D. (2006). “Exploitation of new data types to create digital surface models for flood inundation modeling.” FRMRC Research Rep. No. UR3, FRMRC, U.K., ⟨www.floodrisk.org.uk⟩.
Stelling, G. S., and Duinmeijer, S. P. A. (2003). “A staggered conservative scheme for every Froude number in rapidly varied shallow water flows.” Int. J. Numer. Methods Fluids, 43, 1329–1354.
Testa, G., Zuccala, D., Alcruco, F., Mulet, J., and Soares-Frazao, S. (2007). “Flash flood flow experiment in a simplified urban district.” J. Hydraul. Res., 45, 37–44.
Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows, Wiley, Chichester, U.K.
Valiani, A., Caleffi, V., and Zanni, A. (2002). “Case study: Malpasset dam-break simulation using a two-dimensional finite volume method.” J. Hydraul. Eng., 128(5), 460–472.
van Albada, G. D., van Leer, B., and Roberts, W. W. (1982). “A comparative study of computational methods in cosmic gas dynamics.” Astron. Astrophys., 108, 76–84.
van Leer, B. (1979). “Towards the ultimate conservation difference scheme. V: A second-order sequel to Godunov’s method.” J. Comput. Phys., 32(1), 101–136.
van Leer, B. (2006). “Upwind and high-resolution methods for compressible flow: From donor cell to residual-distribution schemes.” Communications in Computational Physics, 1(2), 192–206.
Villanueva, I., and Wright, N. G. (2006). “Linking Riemann and storage cell methods for flood prediction.” Proc. Inst. Civ. Eng.-Wat. Mgmt., 159(1), 27–33.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice-Hall, Upper Saddle River, N.J.
Yoon, T. H., and Kang, S.-K. (2004). “Finite volume model for two-dimensional shallow water flows on unstructured grids.” J. Hydraul. Eng., 130(7), 678–688.
Zhou, J. G., Causon, D. M., Mingham, C. G., and Ingram, D. M. (2001). “The surface-gradient method for the treatment of source terms in the shallow-water equations.” J. Comput. Phys., 168, 1–25.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 6June 2008
Pages: 714 - 725

History

Received: Apr 30, 2007
Accepted: Oct 5, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

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Authors

Affiliations

Lorenzo Begnudelli
Postdoctoral Researcher, Dept. of Engineering, Univ. of Ferrara, Ferrara 44100, Italy.
Brett F. Sanders [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697 (corresponding author). E-mail: [email protected]
Scott F. Bradford
Research Scientist, Image Science and Applications Branch, Naval Research Laboratory, Washington, DC 20375.

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