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Section 2 revised 11/00/bc  1/17/01  12:04 PM  Page 238








                      [      ]  Well Programming
                       2.5.8



                           Matrix stress. In a few cases, you may be running a downhole tool
                       that will tell you the matrix stress. If this is not possible, you have to
                       use the most accurate measurement of pore pressure and work on the
                       rough model that matrix stress + pore pressure = overburden pressure
                       (derived as having a gradient of 1 psi per foot unless it is known more
                       accurately). For this example, this rough model was applied. The
                       shale is at 12,000 feet and pore pressure was determined to be equiv-
                       alent to an 11.1 ppg fluid or 6296 psi. The matrix stress is obtained by
                       subtracting 6296 psi from 12,000 psi (the assumed overburden pres-
                       sure at 12,000 feet).
                           Shale salinity. This may be harder to quantify at the rig unless the
                       logging unit is measuring it. It can be measured in the laboratory with
                       a certain degree of accuracy. You may have to make a best guess at shale
                       salinity. Discussion with geologists may help in respect to shale type. A
                       marl will have a higher shale salinity than a claystone for example. If
                       you study the graph, you will see that at low matrix stresses (shallow-
                       er depths), that variance in shale salinity is more important than at
                       higher matrix stresses (deeper depths) except for shales with salinities
                       of 200,000 to 300,000 ppm NaCl equivalent. These shales are not very
                       common. At shallow depths, the shale salinity is more likely to be in
                       the range of up to 100,000 ppm NaCl equivalent salinity.
                           It is worthwhile to study the graph, irrespective of whether you
                       apply it or not, since it shows how the two parameters—matrix stress
                       and shale salinity—affect the required water phase salinity.
                           Properties of the brine phase—emulsion. The water phase,
                       because it is discontinuous and coated with emulsifier, will behave as a
                       solid in the oil mud and demonstrate itself in the plastic viscosity
                       dependent on the strength of the emulsion and the amount of brine
                       phase present. A tight emulsion will provide for smaller sized droplets
                       of emulsified brine and a lower plastic viscosity. It should be remem-
                       bered that the base oil, the insoluble solids in the mud, and the oil wet
                       condition of the insoluble solids also contribute to the plastic viscosity.
                           Properties of the brine phase—oil/water ratio. The size of the
                       water phase in an invert oil emulsion has a significant effect on almost
                       all the properties of the resultant mud. The size of the water phase, as
                       well as being measured as the volume percentage of the total mud vol-
                       ume, can be quantified in what is the most fundamental of parameters
                       of an invert emulsion oil mud—the oil/water ratio (OWR). This is


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