|
[1]
|
Sanders, B.F., Schubert, J.E. and Gallegos, H.A. (2008) Integral Formulation of Shallow-Water Equations with Anisotropic Porosity for Urban Flood Modeling. Journal of Hydrology, 362, 19-38. [Google Scholar] [CrossRef]
|
|
[2]
|
Ferrari, A., Viero, D.P., Vacondio, R., Defina, A. and Mignosa, P. (2019) Flood Inundation Modeling in Urbanized Areas: A Mesh-Independent Porosity Approach with Anisotropic Friction. Advances in Water Resources, 125, 98-113. [Google Scholar] [CrossRef]
|
|
[3]
|
Ion, S., Marinescu, D. and Cruceanu, S.G. (2015) A Shallow Water Model for Hydrodynamic Processes on Vegetated Hillslope, Water Flow Modulus.
|
|
[4]
|
Ion, S., Marinescu, D. and Cruceanu, S. (2022) Numerical Scheme for Solving a Porous Saint-Venant Type Model for Water Flow on Vegetated Hillslopes. Applied Numerical Mathematics, 172, 67-98. [Google Scholar] [CrossRef]
|
|
[5]
|
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]
|
|
[6]
|
Xing, Y. and Shu, C. (2005) High-Order Well-Balanced Finite Difference WENO Schemes for a Class of Hyperbolic Systems with Source Terms. Journal of Scientific Computing, 27, 477-494. [Google Scholar] [CrossRef]
|
|
[7]
|
Touma, R. and Khankan, S. (2012) Well-Balanced Unstaggered Central Schemes for One and Two-Dimensional Shallow Water Equation Systems. Applied Mathematics and Computation, 218, 5948-5960. [Google Scholar] [CrossRef]
|
|
[8]
|
Audusse, E., Bouchut, F., Bristeau, M., Klein, R. and Perthame, B. (2004) A Fast and Stable Well-Balanced Scheme with Hydrostatic Reconstruction for Shallow Water Flows. SIAM Journal on Scientific Computing, 25, 2050-2065. [Google Scholar] [CrossRef]
|
|
[9]
|
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]
|
|
[10]
|
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]
|
|
[11]
|
Shu, C. and Osher, S. (1988) Efficient Implementation of Essentially Non-Oscillatory Shock-Capturing Schemes. Journal of Computational Physics, 77, 439-471. [Google Scholar] [CrossRef]
|
|
[12]
|
Balbás, J. and Karni, S. (2008) 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]
|
Xing, Y. and Shu, C.W. (2006) A New Approach of 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, 1, 100-134.
|
|
[16]
|
García‐Navarro, P., Alcrudo, F. and Savirón, J.M. (1992) 1‐D Open‐Channel Flow Simulation Using TVD‐Mccormack Scheme. Journal of Hydraulic Engineering, 118, 1359-1372. [Google Scholar] [CrossRef]
|