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In situ stress estimate  191


              required to open a fracture is equal to the overburden gradient. When
              combined with the contribution of the overlying sea water (Barker and
              Woods suggested r w ¼ 8.55 ppg as the average density of sea water for
              deepwater Gulf of Mexico wells), the following expression was presented:
                                                            1:1356
                                    r Z w þ 5:3ðZ   Z w   Z ag Þ
                                     w
                            OBG ¼                                         (6.7)
                                                 Z
              where OBG is in ppg, water density is in ppg and the depth is in ft.
                 Fig. 6.2 displays the overburden gradient profiles calculated from
              empirical equations of Eqs. (6.4) and (6.7) compared to the one obtained
              from the density log in a deepwater well in the Green Canyon of the Gulf
              of Mexico. In the calculations, sea water density of 8.58 ppg is used. Fig. 6.2
              shows that Traugott’s empirical method has a better match to the one
              calculated from the density log.
                 Van Ruth et al. (2004) analyzed 37 offshore wells in the Carnarvon
              Basin, offshore Western Australia. By integrating density values from
              density logs and from check-shot velocities empirically transformed to
              densities, they obtained the following equation for vertical stress estimation:
                                   s V ¼ 20:4Z 1:06  þ p hyd Z w          (6.8)
                                              bml
              where s V is the vertical stress in kPa; Z bml is the depth below sea floor
              (mudline) in meters; p hyd is the hydrostatic pore pressure gradient, for sea
              water p hyd is about 10.3 kPa/m; and Z w is the water depth in meters.

                                             OBG (ppg)
                                  0   2  4  6  8  10  12  14  16  18
                                 0
                               2000
                               4000
                               6000
                               8000
                             Depth ( )  10000
                              12000
                              14000
                              16000
                                        OBG_Traugo
                                        Barker and Wood (1997)
                              18000
                                        OBG Rhob, GoM
                              20000
              Figure 6.2 Calculated overburden profiles from the empirical equations (Eqs. (6.4) and
              (6.7)) and density log data (OBG Rhob) in a deepwater well in the Green Canyon of the
              Gulf of Mexico, where the water depth is 5060 ft and air gap is 42 ft.
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