New Scheme of Finite Difference Heterogeneous Multiscale Method to Solve Saturated Flow in Porous Media

Figure 14

Exact solution and the coarse solution of the new scheme at the coarse 32×32 mesh in section 𝑦=500 m under different well flow rates: (a) 𝑄=0.12, (b) 𝑄=0.24, (c) 𝑄=0.36, and (d) 𝑄=0.48  (m³(min)⁻¹).

(a)

(b)

(c)

(d)