REFERENCES:
Blain, C.A., Westerink, J.J., Luettich, R.A., 1994. The influence of domain size on the response
characteristics of a hurricane storm surge model. Journal of Geophysical Research 99
(C9), 18467-18479.
Camenen, B., Larson, M., 2005. A general formula for non-cohesive bed load sediment transport.
Estuarine, Coastal, and Shelf Science, in press.
Cockburn, B., Shu, C.W., 1998. The Runge-Kutta discontinuous Galerkin finite element method
for conservation laws V: Multidimensional systems. Journal of Computational Physics
141 (2), 199-224.
Cockburn, B., Shu, C.-W., 2001. Review Article: Runge-Kutta discontinuous Galerkin methods
for convection-dominated problems. Journal of Scientific Computing 16 (3), 173-261.
Crouzeix, M., Raviart, P.-A., 1973. Conforming and nonconforming finite element methods for
solving the stationary Stokes equations I. RFAIRO: Analyse numerique 7 (R-3), 33-76.
Dawson, C., Sun, S., Wheeler, M.F., 2004. Compatible algorithms for coupled flow and
transport. Computer Methods in Applied Mechanics and Engineering 193 (23-26), 2565-
2580.
De Vriend, H.J., Zyserman, J., Nicholson, J., Roelvink, J.A., Pechon, P., Southgate, H.N., 1993.
Medium-term 2DH coastal area modeling. Coastal Engineering 21 (1-3), 193-224.
Exner, F.M., 1925. Uber die wechselwirkung zwischen wasser und geschiebe in flussen.
Sitzenberichte Akad. Wiss. Wien. 165 (3-4), 165-203.
Graf, W.H., 1971. Hydraulics of Sediment Transport. McGraw-Hill Book Company, New York.
Hayes, M.O., 1980. General Morphology and Sediment Patterns in Tidal Inlets. Sedimentary
Geology, 26 (1-3), 139-156.
Henderson, F.M., 1966. Open channel flow. MacMillan Publishing Company, New York.
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