Page 49 - 6685
P. 49

the time of development is necessary to determine the time that is
          given to the resettlement area of the building maintain formation
          pressure.
                  Condition  of  elastic  fluid  and  reservoir  porosity
          depending on the pressure described by the following equations
                       1  fl P  P 0 ,                                              (3.23)
                        0
                   m=m 0+ r(Р-Р 0),                                                       (3.24)
                         - porosity and density under initial pressure;  fl -
          where  m 0,   0
          compressibility factor of the fluid, 1/Pa;  r      -  compressibility
          factor of the porous medium, 1/Pa. These factors are determined in
          the laboratory.
                  From  the  reservoir  when  the  pressure  is  reduced  due  to
          the  elastic  expansion  of  the  fluid  and  rocks  will  be  released  a
          volume of fluid
                   V fl= flV pР+ rV 0P,                                             (3.25)
          but  V p = mV 0 and substituting in the equation (3.25)
                  V fl=  fl mV 0 Р+ rV 0P=(m fl+ r)V 0 Р.
                  We introduce the notation
                   fl m + r = β*,
          β* - an elastic capacity factor of the reservoir rock, 1/Pa. It shows
          the change in the stock of elastic fluid per unit volume when the
          pressure of 1 MPa.
                  Elastic reserve reservoir
                  V fl=*V 0Р,                                                            (3.26)
                                       3
          where V 0 - reservoir volume, m ; Р - change in pressure, Pa.
                  The  disadvantage  of  the  formula  (3.26)  is  that  it  is  not
          related to time. Therefore advisable to determine the indicators of
          development will be the formula
                                Q        r 2   
                  P   Ptr,  f    E i       ,
                                                
                                        
                               4  kh    4  t    
                                     
          or






                                         49
   44   45   46   47   48   49   50   51   52   53   54