Page 134 - Standard Handbook Petroleum Natural Gas Engineering VOLUME2
P. 134

108   Reservoir Engineering


                  (kt continuedfmm page  93)
                  Special  Core Analysls  Tests.  Special core  analysis testing  is  done  when
                  specifically required.  Visual  inspection  and  some petrographic  studies  are
                  frequently  done.  For  sandstones  and  conglomerates,  particle  size is  often
                  obtained by  disaggregating and sieving reservoir rock material. Fractions of the
                  various sizes of grains are determined and described according to the nomen-
                  clature in Table 5-24.  Larger grain size is  associated with higher permeability,
                  and very small grain sizes include silt and clay fractions that are associated with
                  lower  permeabilities.

                                               Table 5-24
                                         Partlcle Slze Definltlons
                                                                      U.S.  standard
                     Material               Particle size, pm         sieve mesh no.
                     Coarse sand                 >500                     c35
                     Medium sand                250-500                   35-60
                     Fine sand                  125-250                   60-1 20
                     Very fine sand            62.5-125                  120-230
                     Coarse silt                 31-62.5                   -
                     Medium silt               15.6-31                     -
                     Fine silt                  7.8-1 5.6                  -
                     Very fine  silt            3.9-7.8                    -
                     Clay                         c2                       -



                                             Drill Stem Tests

                    A drill stem test (DST) is  some form of  temporary completion of a well  that
                  is  designed to  determine the  productivity and fluid  properties prior  to  com-
                  pletion of  the well.  Although a DST  can be performed in uncased hole (open
                  hole) or in cased hole (perforation tests), the open hole test is more common.
                  The tool  assembly which  consists of  a packer, a test  valve,  and  an  equalizing
                  valve,  is lowered  on the  drill pipe to  a position opposite the formation to be
                  tested. The packer expands against the hole to segregate the mud-filled annular
                  section from the interval of  interest, and the test valve allows formation fluids
                  to  enter  the  drill  pipe  during  the  test.  The  equalizing valve  allows pressure
                  equalization after the test  so the  packer can be retrieved. Details of  the  DST
                  and DST  assemblies are described elsewhere [13,19,66] and will  only be sum-
                  marized here. By  closing the  test valve,  a build up in pressure is obtained; by
                  opening the test valve, a decline in pressure is obtained. (Pressure buildup and
                  falloff analyses are discussed subsequently in this section of the chapter.) During
                  the DST,  both pressures and flow rates are measured as a function of  time.
                    Interpretation of DST results is often regarded as an art rather than a science.
                  Certainly, a DST  can provide a valuable indication of commercial productivity
                  from a well, provided engineering judgment and experience are properly utilized.
                  Interpretations of various pressure charts are shown in Figure 5-62 [13,196] and
                  5-63  [180];  details of  interpreting  DST  data  are  described  in  the  literature
                  [66,197].
                                                                    (text  continued  on page  116)
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