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

Figure 13

Exact solution and the coarse solution of the new scheme in section 𝑦=500 m for the steady well drawdown problem 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)