“…In the scope of this paper, we consider a single‐phase flow problem in a porous medium subject to the following assumptions: fluid and porous medium are incompressible, gravity and capillary effects are negligible, and streamlines are traced in source‐/sink‐free grid blocks. For well grid blocks that contain point source/sink, a different numerical approach (Tang et al, ; Wang et al, ) or local refinement is required to obtain sufficient accurate results since velocity field varies significantly in the near‐well bore region. The fluid flow in the porous medium obeys Darcy's law, that is, where u is Darcy velocity, K is full tensor permeability, μ is viscosity, and P is pressure.…”