Research Article
Convergence Improved Lax-Friedrichs Scheme Based Numerical Schemes and Their Applications in Solving the One-Layer and Two-Layer Shallow-Water Equations
Figure 6
Computed layer surface profiles by using the FORCE scheme (a) and the C-FORCE scheme (b) at , for the two-layer internal dam-break problem test. The reference solution is obtained by using the C-SLIC scheme with and .
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(b) |