1D and 2D Numerical Modeling for Solving Dam-Break Flow Problems Using Finite Volume Method

Figure 4

Initial conditions of experiment and 2D numerical simulation. The gate is located at 𝑥=0.4 m, the dam-break modeling initial water depth 0.15 m, the downstream water depth 0.01 m, and 2 square columns (0.1 m × 0.1 m × 0.3 m) paralleled placed at 𝑥=1.2 m with the distance 0.1 m.