Research Article
A Two-Layer Hydrostatic-Reconstruction Method for High-Resolution Solving of the Two-Layer Shallow-Water Equations over Uneven Bed Topography
Figure 3
Computed layer surface levels at steady states for the transitional flow with a hydraulic jump over a hump test: (a) whole simulation domain; (b) a zoom-in view in the region . (c) and (d) show the computed versus analytic profiles of interface elevation and layer discharges per unit width at steady states, respectively. The bed topography is plotted on the right -axis.