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Asphaltene precipitation and deposition in a huff-n-puff process  69


              like a snowball growth. The complete plugging could happen after a contin-
              uous asphaltene adsorption. In shale, clay is a polar component. A higher
              adsorption rate would be expected. And nanometer pores may lead to the
              snowball growth of asphaltene to plug the pores. It needs to be mentioned
              that the Wolfcamp shale oil used in this study was dead oil. Permeability
              reduction by asphaltene deposition for live reservoir fluid flooding was
              found higher than that for dead oil flooding (Behbahani et al., 2015).


                   3.3 Deposition mechanisms

                   In another study, Shen and Sheng (2017b) conducted experiments to
              quantify the asphaltene deposition mechanisms during CO 2 huff-n-puff
              injection in an Eagle Ford shale core using Wolfcamp shale oil. After six
              cycles of CO 2 huff-n-puff were completed, a piece of core of 0.9 cm length
              was cut from the core plug using hacksaw for the n-heptane and toluene
              reverse flooding tests. These tests were used to measure permeability. The
              schematic of the flooding system is shown in Fig. 3.10. A shorter piece of
              core was used instead of the whole core to shorten the flooding test time.
                 Firstly, the n-heptane was injected at 0.01 cc/min by using the combi-
              nation of two syringe pumps so that the n-heptane injection could be
              continued until a stable differential pressure between the two ends of the
              core sample was reached. Alternatively, a Quizix pump could replace two
              syringe pumps for continuous pumping. The first period of the n-heptane
              reverse flooding lasted for around 3000 min until the differential pressure
              between the two ends of the core sample became stable (see Fig. 3.11).





















                          Figure 3.10 Schematic of the core flooding system.
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