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Primary drainage is provided by the Los Angeles River.
We simulate primary drainage and imbibition first.
Transient radial flow equation, primary drainage of a cylindrical reservoir, line source solution, pseudo-steady state.
For the planar fracture network, the primary drainage area is the vicinity of the fractures near the wellbore.
A new and more accurate parameter is proposed to predict the threshold radius during primary drainage.
Primary drainage, primary imbibition and secondary drainage capillary pressures were obtained.
In particular, primary drainage is simulated at low capillary numbers resulting in two-phase fluid occupancies through pore space domains.
The model is used to study primary drainage with constant inlet flow rate and constant inlet pressure boundary conditions.
Two-phase primary drainage and imbibition capillary pressure and relative permeability curves are calculated from pore-level network simulations.
During primary drainage, additional retention (i.e., beyond what was retained during initial saturation) was observed at all pH values.
After primary drainage (NAPL displacing water) up to a maximum capillary pressure, we simulate secondary imbibition (water displacing NAPL).
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