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

Figure 3

Comparisons with WES experiment: (a) water surface profile along the channel at 𝑡=10 sec; (b) time evolution of water depth at 𝑥=70.1 m; (c) time evolution of water depth at 𝑥=85.4 m.

(a)

(b)

(c)