|
[1]
|
Bradford, S.F. and Sanders, B.F. (2002) Finite Volume Model for Shallow Water Flooding of Arbitrary Topography. Journal of Hydraulic Engineering, 128, 289-298. [Google Scholar] [CrossRef]
|
|
[2]
|
Gottardi, G. and Venutelli, M. (2004) Central Scheme for the Two-Dimensional Dam-Break Flow Simulation. Advances in Water Resources, 27, 259-268. [Google Scholar] [CrossRef]
|
|
[3]
|
Vreugdenhil, C.B. (1995) Numerical Methods for Shallow-Water Flow. Springer, 15-25. [Google Scholar] [CrossRef]
|
|
[4]
|
Castro, M.J., García-Rodríguez, J.A., González-Vida, J.M., Macías, J., et al. Numerical Simulation of Two-Layer Shallow Water Flows Through Channels with Irregular Geometry. Journal of Computational Physics, 195, 202-235.
|
|
[5]
|
Jiang, Y., Shu, C.-W. and Zhang, M. (2013) An Alternative Formulation of Finite Difference Weighted ENO Schemes with Lax-Wendroff Time Discretization for Conservation Laws, SIAM J. Journal of Scientific Computing, 35, A1137-A1160. [Google Scholar] [CrossRef]
|
|
[6]
|
Wang, B.-S., Li, P., Gao, Z. and Don, W.S. (2018) An Improved Fifth Order Alternative WENO-Z Finite Difference Scheme for Hyperbolic Conservation Laws. Journal of Computational Physics, 374, 469-477. [Google Scholar] [CrossRef]
|
|
[7]
|
Audusse, E., Bouchut, F., Bristeau, M.O., Klein, R. and Perthame, B. (2004) A Fast and Stablewell-Balanced Scheme with Hydrostatic Reconstruction for Shallow Water Flows, SIAM J. Journal of Scientific Computing, 25, 2050-2065. [Google Scholar] [CrossRef]
|
|
[8]
|
Audusse, E. and Bristeau, M.O. (2005) A Well-Balanced Positivity Preserving Second-Order Scheme for Shallow Water Flows on Unstructured Meshes. Journal of Computational Physics, 206, 311-333. [Google Scholar] [CrossRef]
|
|
[9]
|
Li, G., Song, L.N. and Gao, J.M. (2018) High Order Well-Balanced Discontinuous Galerkin Methods Based on Hydrostatic Reconstruction for Shallow Water Equations. Journal of Computational and Applied Mathematics, 340, 546-560. [Google Scholar] [CrossRef]
|
|
[10]
|
Xing, Y. and Shu, C.-W. (2005) High Order Finite Difference WENO Schemes with the Exact Conservation Property for the Shallow Water Equations. Journal of Computational Physics, 208, 206-227. [Google Scholar] [CrossRef]
|
|
[11]
|
Shu, C.-W. and Osher, S. (1988) Efficient Implementation of Essentially Non-Oscillatory Shock Capturing Schemes. Journal of Computational Physics, 77, 439-471. [Google Scholar] [CrossRef]
|
|
[12]
|
Balbas, J. and Karni, S. (2009) A Central Scheme for Shallow Water Flows Along Channels with Irregular Geometry. ESAIM: Mathematical Modelling and Numerical Analysis, 43, 333-351. [Google Scholar] [CrossRef]
|
|
[13]
|
Xing, Y. (2016) High Order Finite Volume WENO Schemes for the Shallow Water Flows Through Channels with Irregular Geometry. Journal of Computational and Applied Mathematics, 299, 229-244. [Google Scholar] [CrossRef]
|
|
[14]
|
Kurganov, A. and Levy, D. (2002) Central-Upwind Schemes for the Saint-Venant System. ESAIM: Mathematical Modelling and Numerical Analysis, 36, 397-425. [Google Scholar] [CrossRef]
|
|
[15]
|
García-Navarro, P., Alcrudo, F. and Savirón, J.M. (1992) 1D Open-Channel Flow Simulation Using TVD-Mccormack Scheme. Journal of Hydraulic Engineering, 118, 1359-1372. [Google Scholar] [CrossRef]
|
|
[16]
|
Vazquez-Cendon, M.E. (1999) Improved Treatment of Source Terms in Upwind Schemes for the Shallow Water Equations in Channels with Irregular Geometry. Journal of Computational Physics, 148, 497-526. [Google Scholar] [CrossRef]
|
|
[17]
|
Xing, Y. and Shu, C.W. (2006) High Order Well-Balanced Finite Volume WENO Schemes and Discontinuous Galerkin Methods for a Class of Hyperbolic Systems with Source Terms. Journal of Computational Physics, 214, 567-598. [Google Scholar] [CrossRef]
|