Page 376 - Standard Handbook Petroleum Natural Gas Engineering VOLUME2
P. 376

34.2   Reservoir Engineering

                                  Laboratory Design for  Enhanced Recovery

                    Prellminary Tests

                    Water Analysis. A complete water analysis is important to determine the effects
                    of  dissolved ions on  the  EOR  processes (especially the  chemical methods) or
                    to  ascertain any potential water problems such as scale or corrosion that may
                    result when  EOR  processes are implemented. Water  viscosity and density are
                    also measured.
                    011  Analysis.  Oil viscosity and density are measured as well. A carbon number
                    distribution of  the crude may  be obtained, especially if  CO,  flooding is being
                    considered.
                    Core Testing.  Routine core  analyses, such as  porosity, permeability, relative
                    permeabilities, capillary pressure, and waterflood susceptibility tests are normally
                    done by  service companies that  specialize in  these types of  tests. Specialized
                    core tests, such as thin sections or scanning electron microscopy, are available
                    to  evaluate the  relationship  between  pore  structure  and  the  process being
                    considered. If  required, stimulation or injectivity improvement measures can
                    be recommended.
                    Polymer Testlng

                      The desirability of  adding polymers is determined by  evaluating all available
                    data  to  assess the  performance of  normal waterflooding. Any  problems such
                    as adverse viscosity ratios or large permeability variations should be identified.
                    If  the  results of  this study indicate that  mobility control of  the  waterflood is
                    warranted, the following laboratory tests are undertaken.
                    Viscosity Testing.  Based  on  the  permeability  of  the  reservoir, relative per-
                    meability data, and the  desired level of  mobility control, polymers of  certain
                    molecular weights are selected for testing. Various concentrations of the polymers
                    are dissolved in both the available injection water and in blends of the injection
                    and formation waters. Polymer solutions may be non-Newtonian at certain shear
                    rates,  that  is,  the  viscosity decreases at  high  shear rates  (shear-thinning or
                    pseudoplastic). This shear-thinning behavior is reversible and, if observed in the
                    reservoir, is beneficial in that good injectivity can result from the lower viscosity
                    observed at high  shear rates near  the injection well.  At  the lower shear rates
                    encountered some distance from the injector, the polymer solution develops a
                    higher viscosity. In this testing, it is important to consider not only the viscosity
                    of  the  injected solution, but,  more  importantly, the  in-situ viscosity  that  is
                    achieved in the reservoir. Several things can happen that will  reduce viscosity
                    when the polymer solution is injected into the reservoir. Reduction in viscosity
                    as a result of irreversible shear degradation is possible at the injection wellbore
                    if the shear rates or shear stresses are large. Once in the reservoir, dilution with
                    formation water or ion exchange with reservoir minerals can cause a reduction
                    in viscosity, and the injected polymer concentration will need to be sufficiently
                    high  to compensate for all viscosity-reducing effects.

                    Polymer Retention. Retention of polymer in a reservoir can result from adsorp-
                    tion,  entrapment,  or,  with  improper  application, physical plugging.  Polymer
                    retention tests are usually performed after a standard waterflood (at residual
   371   372   373   374   375   376   377   378   379   380   381