Page 23 - Fundamentals of Reservoir Engineering
P. 23

CONTENTS                                       XXIII


               Fig. 8.18   Schematic of a general analysis program applicable to pressure buildup tests for
                           any fluid system                                                           294

               Fig. 9.1    Radial aquifer geometry                                                    300

               Fig. 9.2    Linear aquifer geometry                                                    300

               Fig. 9.3    Dimensioniess water influx, constant terminal pressure case, radial flow. (After
                           Hurst and van Everdingen, ref. 1)                                          302

               Fig. 9.4    Dimensionless water influx, constant terminal pressure case, radial flow (After
                           Hurst and van Everdingen, ref. 1)                                          303

               Fig. 9.5    Dimensionless water influx, constant terminal pressure case, radial flow (After
                           Hurst and van Everdingen, ref. 1)                                          304

               Fig. 9.6    Dimensionless water influx, constant terminal pressure case, radial and linear
                           flow (After Hurst and van Everdingen, ref.1)                               305

               Fig. 9.7    Dimensionless water influx, constant terminal pressure case, radial and linear
                           flow (After Hurst and van Everdingen, ref.1)                               306
               Fig. 9.8    Water influx from a segment of a radial aquifer                            307


               Fig. 9.9    Matching a continuous pressure decline at the reservoir-aquifer boundary by a
                           series of discrete pressure steps                                          309

               Fig. 9.10   Aquifer-reservoir geometry, exercise 9.2                                   311

               Fig. 9.11   Reservoir production and pressure history; exercise 9.2                    311

               Fig. 9.12   R s and B g as functions of pressure; exercise 9.2                         312

               Fig. 9.13   B o as a function of pressure; exercise 9.2                                312

               Fig. 9.14   Reservoir pressure decline approximated by a series of discrete pressure steps;
                           exercise 9.2                                                               313

               Fig. 9.15   Aquifer fitting using the interpretation technique of Havlena and Odeh     319

               Fig. 9.16   Comparison between Hurst and van Everdingen and Fetkovitch for r eD = 5    327

               Fig. 9.17   Comparison between Hurst and van Everdingen and Fetkovitch for r eD = 10   327

               Fig. 9.18   Predicting the pressure decline in a water drive gas reservoir             329

               Fig. 9.19   Prediction of gas reservoir pressures resulting from fluid withdrawal and water
                           influx (Hurst and van Everdingen)                                          330

               Fig. 9.20   Prediction of gas reservoir pressures resulting from fluid withdrawal and water
                           influx (Fetkovitch)                                                        332

               Fig. 9.21   Conditions prior to production in a steam soak cycle                       333
   18   19   20   21   22   23   24   25   26   27   28