A simple scheme is developed for treatment of vertical bed topography in shallow water flows. The effect of the vertical step on flows is modelled with the shallow water equations including local energy loss terms. The bed elevation is denoted with zb- for the left and zb+ for the right values at each grid point, hence exactly representing a discontinuity in the bed topography. The surface gradient method (SGM) is generalized to reconstruct water depths at cell interfaces involving a vertical step so that the fluxes at the cell interfaces can accurately be calculated with a Riemann solver. The scheme is verified by predicting a surge crossing a step, a tidal flow over a step and dam-break flows on wet/dry beds. The results have shown good a...
Free-surface shallow flows can be effectively modelled by means of the Shallow-water Equations, whic...
The use of Discontinuous Galerkin (DG) numerical schemes for the Shallow Water Equations (SWE) integ...
Free-surface flows are usually modelled by means of the Shallow-water Equations: this system of hype...
The two dimensional shallow water equations (SWE) are currently accepted as a mathematical basis for...
NoOwing to unpredictable bed topography conditions in natural shallow flows, various numerical metho...
A novel scheme has been developed for data reconstruction within a Godunov-type method for solving t...
A finite volume MUSCL scheme for the numerical integration of 2D shallow water equations is presente...
paper extends the generalized Riemann problem method (GRP) to the system of shallow water C equation...
A novel scheme has been developed for data reconstruction within a Godunov-type method for solving t...
A Finite Volume Well-balanced Weighted Essentially Non Oscillatory (WENO) scheme, fourth-order accur...
This study develops a new well-balanced scheme for the one-dimensional shallow water system over irr...
AbstractModeling flow discontinuities, due to a numerical approach, often pose severe challenges. In...
In this paper, a smoothed particle hydrodynamics (SPH) numerical model for the shallow water equatio...
Free-surface shallow flows can be effectively modelled by means of the Shallow-water Equations, whic...
Free-surface shallow flows can be effectively modelled by means of the Shallow-water Equations, whic...
Free-surface shallow flows can be effectively modelled by means of the Shallow-water Equations, whic...
The use of Discontinuous Galerkin (DG) numerical schemes for the Shallow Water Equations (SWE) integ...
Free-surface flows are usually modelled by means of the Shallow-water Equations: this system of hype...
The two dimensional shallow water equations (SWE) are currently accepted as a mathematical basis for...
NoOwing to unpredictable bed topography conditions in natural shallow flows, various numerical metho...
A novel scheme has been developed for data reconstruction within a Godunov-type method for solving t...
A finite volume MUSCL scheme for the numerical integration of 2D shallow water equations is presente...
paper extends the generalized Riemann problem method (GRP) to the system of shallow water C equation...
A novel scheme has been developed for data reconstruction within a Godunov-type method for solving t...
A Finite Volume Well-balanced Weighted Essentially Non Oscillatory (WENO) scheme, fourth-order accur...
This study develops a new well-balanced scheme for the one-dimensional shallow water system over irr...
AbstractModeling flow discontinuities, due to a numerical approach, often pose severe challenges. In...
In this paper, a smoothed particle hydrodynamics (SPH) numerical model for the shallow water equatio...
Free-surface shallow flows can be effectively modelled by means of the Shallow-water Equations, whic...
Free-surface shallow flows can be effectively modelled by means of the Shallow-water Equations, whic...
Free-surface shallow flows can be effectively modelled by means of the Shallow-water Equations, whic...
The use of Discontinuous Galerkin (DG) numerical schemes for the Shallow Water Equations (SWE) integ...
Free-surface flows are usually modelled by means of the Shallow-water Equations: this system of hype...