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70                             Enhanced Oil Recovery in Shale and Tight Reservoirs



























          Figure 3.11 History of differential pressure between the two ends of core sample dur-
          ing the n-heptane reverse flooding.


          The stabilized differential pressure was 2.69 MPa (390 psia). Given that the
          viscosity of n-heptane at 2.69 MPa (390 psia) at room temperature is
          0.399 cP (Sagdeev et al., 2013; Zhang and Liu, 1991), the permeability
          was calculated to be 198.8 nD using Darcy’s Law. This permeability is
          considered the permeability with adsorption but without entrainment
          because the entrainment of asphaltene particles only occurs when the inter-
          stitial velocity is higher than a critical velocity (Behbahani et al., 2012; Beh-
          bahani et al., 2015; Bolouri et al., 2013; Wang et al., 1999), and n-heptane
          cannot dissolve asphaltene. This rate of 0.01 cc/min was considered below
          the critical velocity, as the differential pressure was not significantly reduced
          as the flood continued. The higher pressure drop in the early time was
          caused by the existence of residual oil of higher viscosity.
             To quantify the effect of entrainment (mechanical plugging) of asphaltene
          particles, the flow rate of n-heptane injection was increased from 0.01 to
          0.05 cc/min. The differential pressure increased fast first owing to the
          increased rate, but it decreased later indicating the removal of asphaltene plug-
          ging. The flow rate of 0.05 cc/min was approximately equivalent to
          0.0008 cm/s for this core plug. This velocity was considered above the critical
          velocity, as the plugging was removed at this velocity. Using the stable differ-
          ential pressure at around 7000 min and the viscosity of n-heptane of 0.427 cP
          at 9.24 MPa (1340 psia) at room temperature (Sagdeev et al., 2013; Zhang
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