Page 57 - A Practical Companion to Reservoir Stimulation
P. 57

FRACTURE CALIBRA TION TREATMENTS




            EXAMPLE D-5                                          EXAMPLE D-6
            Calculation of Distance to Restricted Fracture       Comparison of Fluid Loss
                                                                 During Pumping and During Closure
            Assume that  after 30 min  of  pumping  the  pressure starts
            increasing at 200 psi/min. If E’  = 3  x  lo6 psi, qi = 40 BPM   If the pumping time and the closure time is the same (30 min),
            and h = 50 ft, calculate the maximum distance to the point of   calculate the total fluid lost during pumping and closure. Use
            restricted fracture.                                 CL =   ft/min’I2, x,=  1000 ft, h = 100 ft and hf=  200 ft.
                                                                 In both cases use an average between the upper and lower
            Solution (Ref. Section 7-3.3)                        bounds.

            Since dpJdt = m = 200 psi/min, then from Eq. 7-57,   Solution (Ref. Section 7-4.1)
                                 2E%,
                            x/  =  -.                 (D-19)     From &. 7-66 and remembering that A,, = 4xf h$
                                 rhj m                               V,,  =  (2) (lo-’)  (4) (1000) (100) (30)”’

              For the upper bound of the xf value, q = 1, and therefore,
                                                                     (4/3) + (r/2)
                    (2) (3 x  lo6) (40 x  5.615)                                    =  6360ft’  =  1133bbl.   (D-21)
                                                                            L
               Xf  =    (3.14) (50’)  (200)   =  860ft.  (D-20)    From Eq. 7-70 and since At, = 1,





                                                                   From Eq. 7-7 1,
                                                                                 1.33 +  1.57
                                                                           g”  =           =  1.45.        (D-23)
                                                                                     9
                                                                                     L
                                                                   Then,  finally,  from  Eq.  7-69  (and  remembering  that
                                                                 r,,Af= A,,),

                                                                  V,,T =  (2) (10-j) (4) (1000) (100) (30)”’

                                                                       (2.5  I  - 1.45) = 4645 ft’  =  827 bbl.   (D-24)
                                                                   Invariably, the rate of fluid loss during pumping is larger
                                                                 than during closure.



























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