Page 169 - Percolation Models for Transport in Porous Media With
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166            CHAPTER 9  ELECTRIC ACTION EFFECT. EXPERIMENT

            Ejection  of substance  (clay and  fine  sand}  during the electric  treatment was
         observed  in  both  cases.  Fig.  62  illustrates  the  dependence  of the value  of the
         irreversible change in  the  permeability on  the energy consumption.  Continuous
         lines  represent  the  results  of the  calculations  for  impulse  current  according  to
         §8.2  and  for  alternating current  according  to §8.4.  It can  be seen  from  fig.  62
         that the calculations for  alternating current agree with experiment satisfactorily
         (within the error of experiment).  Calculations for impulse current yield somewhat
         overestimated  values,  as  compared  to experiment.  Apparently,  this  fact  is  due
         to the cement destroyed  by impulse current, the cement  that was moving slowly
         (compared to the duration of treatment) with the flowing fluid.  It also gradually
         precipitated on the surface of the capillaries, a fact that was not taken into account
         in §8.2.  Good agreement of the calculated and the experimental data for electric
         treatment with alternating current is caused by the fact that such treatment lasts
         longer,  and  the  cement  precipitating  in  thin  capillaries  does  not  have  time  to
         "settle,"  since the electric treatment  destroying it  keeps going.  As  a  result,  the
         destroyed cement reaches the side of the tube with the flow  and leaves the rock.
            Comparison of the efficiency of the electric treatment with impulse and alter-
         nating current proves the conclusion made in chapter 8, which states that electric
         treatment with impulse current is much more effective than treatment with alter-
         nating current.
            The following conclusions can be drawn.
            1.  Passage of the electric current is capable of substantially increasing the con-
         ductivities of sandy-argillaceous rocks.  Experimental dependence of the reversible
         changes in the permeability of sandy-argillaceous media on the value of the electric
         energy put in a unit mass of the medium, was obtained.
            2.  The  threshold  nature  of the  irreversible  changes  in  the  permeability  of
         sandy-argillaceous media was confirmed experimentally.  It was shown that these
         changes  can  be  accompanied  by  the  ejection  of a  suspension  of the  destroyed
         cement.  They  are  caused  primarily  by  the  notable  changes  in  the  pore  space
         structure of the medium,  with  relatively small variations of the average effective
         radius of the capillaries.
            3.  The theoretical  conclusion  about  the efficiency  of electric  treatment with
         impulse current being much greater than that of electric treatment with alternating
         current with industrial frequency,  was proved experimentally.
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