Page 91 - Origin and Prediction of Abnormal Formation Pressures
P. 91

72                         A. GUREVICH,  G.V. CHILINGAR, J.O. ROBERTSON AND E  AMINZADEH

            Forced convection of ground fluids
               The  forced convection is caused by  any factor or combination of factors  that change
            compression  of  fluids  as  a  result  of  changes  in  volumes  of  rock  solids,  interparticle
            voids,  and fluids themselves.  These processes  act locally, producing pressure deviations
            directly in the volume where they are manifested.  Then these deviations  are transmitted
            to  the  neighboring  volumes  of fluid-saturated  rocks  by piezoconductivity  by means  of
            mass transfer.
               A  list  of  physical  and  physicochemical  processes  known  today  (and  actually  long
            ago)  that  can  theoretically  cause  a  forced  convection,  may  be  presented  as  follows
            (Gurevich et al.,  1987).
            (1) Mechanical  deformations  of rocks  with  a change  in porosity and,  thereby,  a change
            in the fluid pressure:
               (a) Elastic compression (or expansion) of the grains and of the entire rock frame with
               increasing (or decreasing) overburden load.
               (b)  Irreversible decrease in porosity of granular sedimentary rocks due to addition of
               overburden  or  reduction  in  fluid  formation  pressure  or/and  a  reduction  in  the  rock
               frame  strength.  The  strength  of  the  rock  frame  is  influenced  by  the  following:  (1)
               diffusion  of  dislocations  in  crystal  structure,  which  favors  slow  slippage  of  grains
               relative  to  each  other;  (2)  pulsating  (alternating)  temperature  changes  which  create
               non-uniform  stresses in an inhomogeneous frame  and tend to rupture  bonds between
               grains;  (3) seismic-type vibrations which reduce the force of friction upon passage of
               the tension phase of the seismic wave; (4) steady tangential and especially alternating
               geodynamic stresses; (5) alternating stresses from lunar and solar tides; and so on. As
               the end result, the rate of irreversible compaction sometimes may reach the maximum
               not  at  the  maximum  rate  of overburden  increase,  but  rather  in  periods  of fast uplift
               when impact on the frame is intensified and the strength of the rock frame is reduced,
               though overburden load may remain constant or even decrease.
               (c) Geodynamic stresses (compression and tension) that arise during periods of active
               tectonic  movements  and  act  on  the  volume  of  void  space.  Effects  on  intergranular
               capacity  are  usually  insignificant,  but  fracture  capacity,  due  to  high  compressibility
               of fractures,  is strongly affected.
               (d)  Flow  of  salt  (plastic  deformation)  under  the  influence  of  overburden  and  geo-
               dynamic  load,  into  the  void  space  of  intersalt  porous  rocks.  The  salt  flow  rate  will
              be  increased  by  vibration.  This  process  constantly  tends  to  equalize  the  pore  fluid
              pressure in these porous rocks and the stress in the salt.
            (2) Influence of mass transfer fluxes:
              (a)  Passage  of  fluxes  of  fluids  through  barogeochemical  and  thermogeochemical
              barriers,  leading  to  dissolution  or  precipitation  of  solids  from  solution,  and  to
              mixing  or  differentiation  of  fluids.  Dissolution  of  a  certain  component  of  rocks
              in  a  fluid  moving  through  the  rocks  in  the  direction  of  increasing  solubility  of this
              component usually leads to a decrease in the total volume and a reduction in pressure.
              Precipitation of the substance during fluid movement in the direction of a decreasing
              solubility  below  the  actual  concentration  of this  component  leads  to  an  increase  in
              pressure.
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