Page 169 - Fundamentals of Reservoir Engineering
P. 169

DARCY'S LAW AND APPLICATIONS                               107



                                  kdΦ        k dp        dz
                                   ρ
                           u =           = −       +  ρ g                                           (4.12)
                                  µ   dl     µ    dl     dl
                     in absolute units, while

                                  kdp         ρ g     dz
                           u =−         +                                                           (4.13)
                                  µ    dl  1.0133 10 6  dl
                                                 ×
                                                            6
                                                                                      2
                     in Darcy units. The constant 1.0133 × 10  is the number of dyne/cm  in one
                     atmosphere and is required because both ρ and g have the same units in both the cgs
                     and Darcy systems, and yet, the second term within the parenthesis of equ. (4.13)
                     must have the same units as the first, namely, atm/cm.

                     In spite of this obvious drawback, reservoir engineers tend to work theoretically using
                     equations expressed in Darcy units. This practice will generally be adhered to in this
                     text and, in the remaining chapters, the majority of the theoretical arguments will be
                     developed with equations expressed in these units.


                     When dealing with the more practical aspects of reservoir engineering, such as well
                     test analysis described in Chapters 7 and 8, it is conventional to switch to what are
                     called practical, or field units. The word practical is applied to such systems because all
                     the units employed are of a convenient magnitude. There are no rules governing field
                     units which therefore vary between countries and companies. The set of such units
                     presented in table 4.1 is, however, probably the most widely accepted in the industry at
                     the time of writing this book.

                     Because of the wide variation in unit systems employed by the industry, it is very
                     important that reservoir engineers should be adept at converting equations expressed
                     in Darcy units to the equivalent form in field units, or for that matter, any other set of
                     units. There is a systematic approach in making such conversions which, if rigorously
                     applied, will exclude the possibility of error. Consider, as an example, the conversion of
                     equ. (4.11) from Darcy to field units. Since

                                                 2
                           q  =  u(cm/sec) × A(cm )

                     the equation can be expressed in more practical form, in Darcy units, as
                                                   2
                                         k(D) A(cm ) dp
                           q(cc / sec) =−               (atm/ cm)                                   (4.14)
                                            µ (cp)   dl

                     which, when converted to field units will have the form

                                                             2
                                                  k(mD) A(ft ) dp
                           q(std/ d) =− (constant)                 (psi/ ft)                        (4.15)
                                                     µ  (cp)     dl

                     in which the same symbols are used in both equations.

                     Making the conversion amounts to evaluating the constant in equ. (4.15) and this can
                     be achieved simply by remembering that equations must balance. Thus, if q in
   164   165   166   167   168   169   170   171   172   173   174