Page 198 - A Practical Companion to Reservoir Stimulation
P. 198

PRACTICAL CONSIDERATIONS FOR FRACTURE TREATMENT DESIGN



            P-4
                                                                 pressure generated within these fractures. Realizing that the
            Treatment Sizing                                     net pressure is inversely proportional to fracture height helps
                                                                 explain the difficulty of  containing fractures to very  small
            P-4.1: Determination of Volumes of Fluids            zones. Large fracture heights are easier to confine because
           and Mass of Proppant                                  the  net  pressure  generated  over  a  larger  interval is  much
           The optimum volume of  fluid  and  proppant is best  deter-   smaller. Small stress contrasts (< 250 psi) between the pay
            mined by following the methodology outlined in Chapter 8 in   zone and a barrier will  almost never be  sufficient for con-
           Reservoir Stimulation. That chapter explains the optimization   tainment unless relatively large fracture heights are obtained.
            of fracture length and conductivity based on the net present   Figure P-46 shows that a barrier with a stress contrast of 341 6
            value (NPV) concept. The major parameters impacting the   psi would be needed to contain a 1000-ft fracture with a gross
            net  present  value of  a fracture  treatment are  the reservoir   height  of  20  ft.  Stress  barriers  of  this  magnitude do  not
            permeability, fracture  height, fluid efficiency and  residual   generally exist. However, if the fracture height is increased to
            damage to the proppant conductivity.                 160 ft, a barrier with a stress contrast of 554 psi may contain
              Height containment is a major constraint in determining   the fracture. A stress contrast of this magnitude is often found
            the  volume  of  materials needed.  Both  fluid  and  proppant   between sandstones and shales.
            volumes  will  increase  significantly  as  fracture  height  in-   Fluid efficiency has a direct relationship on the volume of
            creases. Figure P-45 is an example comparing total  slurry   fluid needed to obtain a given fracture length. The parameter
            volumes needed to obtain a fracture half-length of  1000 ft   that best quantifies efficiency is the leakoff coefficient. Fig-
            when  fracture height increases. As  fracture height doubles   ure P-47 shows that subtle changes in this fluid property can
            from 20 ft to 40 ft, the volume of slurry increases from 22,000   have dramatic effects on the volume of fluid needed to obtain
            gal to 66,000 gal. Before a treatment can be economically   a given fracture length. By increasing the fluid loss coefficient
            optimized,  it  is  obvious  that  some  knowledge  about  the   from 0.001 ftl6 to 0.003 ft/6, the volume of fluid re-
            anticipated gross fracture height is absolutely necessary.   quired to obtain a 1000-ft fracture half-length increases from
              A parametric study of  this same example shows the net   65,000 gal  to  103,000 gal  of  slurry. Although  fluid  loss




                250,000




                200.000



             h
             ([I
             v a 150,000
             a,
             5
             -
             P
             -0
             '5  100,000
             ii


                 50,000





                       0                           500                         1000                         1500
                                                          Fracture Length (ft)

            Figure P-45-Effect  of fracture height on the fluid volume required to generate a given fracture length.


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