where Sm = CP(1); n = CP(2); αgn = CP(3); αnl = CP(4).
These functions have been modified so that the capillary pressures remain finite at low aqueous saturations. This is done by calculating the slope of the capillary pressure functions at Sˉl and Sˉn = 0.1. If t Sˉl or t Sˉn is less than 0.1, the capillary pressures are calculated as linear functions in this region with slopes equal to those calculated at scaled saturations of 0.1.