Closure to “Divergence Form for Bed Slope Source Term in Shallow Water Equations” by Alessandro Valiani and Lorenzo Begnudelli
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Volume 134, Issue 5
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References
Begnudelli, L., and Sanders, B. F. (2006). “Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying.” J. Hydraul. Eng., 132(4), 371–384.
Begnudelli, L., and Sanders, B. F. (2007). “Conservative wetting and drying methodology for quadrilateral grid finite volume models.” J. Hydraul. Eng., 133(3), 312–322.
LeVeque, R. J. (2002). Finite-volume methods for hyperbolic problems, Cambridge University Press, Cambridge, U.K.
Nujic, M. (1995). “Efficient implementation of non-oscillatory schemes for the computation of free surface flow.” J. Hydraul. Res., 33(1), 101–111.
Qiu, J., and Shu, C. W. (2002). “On the construction, comparison, and local characteristic decomposition for high-order central WENO schemes.” J. Comput. Phys., 183(1), 187–209.
Toro, F. E. (1999). Riemann solvers and numerical methods for fluid dynamics, 2nd Ed., Springer-Verlag, Berlin.
Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows, Wiley, New York.
Wu, W., Shields, F. D., Jr., Bennett, S. J., and Wang, S. S. Y. (2005). “A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation.” Water Resour. Res., 41, W03015.
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Published In
Journal of Hydraulic Engineering
Volume 134 • Issue 5 • May 2008
Pages: 680 - 682
History
Received: Apr 4, 2007
Accepted: Apr 30, 2007
Published online: May 1, 2008
Published in print: May 2008
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