Page 260 - Practical Well Planning and Drilling Manual
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Section 2 revised 11/00/bc  1/17/01  12:04 PM  Page 236








                      [      ]  Well Programming
                       2.5.8



                       ical titration of a sample of the water phase (obtained by breaking
                       down the emulsion of a sample of the mud, diluting with water, and
                       creating a straight emulsion for test purposes).
                           A measure of the osmotic gradient that is present can also be
                       derived from the water activity (Aw) of the mud. This test measures the
                       percentage relative humidity in air above a sample of mud in a closed
                       space using a hydrometer.
                           Originally, it was considered that the osmotic gradient should be
                       such that it be sufficient only to avoid a net movement of water from
                       the water phase of the mud to the formation. This was described as a
                       “balanced activity.” However, the benefits of an osmotic imbalance in
                       favor of water transport from a shale to the water phase of an oil mud
                       can be seen in improved hole stability. In fact there are several other
                       forces acting to create flows of water apart from the osmotic (chemi-
                       cal)—hydraulic (overbalance) and electrical potentials also play a part.
                       It is the net of these forces that determines whether and in which direc-
                       tion flow will take place.
                           It is possible to define the required water phase salinities or water
                       activities for any given matrix stress for any shale at any depth. To cre-
                       ate the osmotic gradient in favor of water transport being directed to
                       the water phase of the mud, there are two forces to be considered. First,
                       there is the osmotic pressure generated by the water phase salinity of
                       the mud. Acting in the opposite direction, there is the osmotic pressure
                       of the shale. This is related to the matrix stress of the shale.
                           The osmotic pressure of a shale is generated in two ways. First,
                       during diagenesis, water is forced out of the shale because of com-
                       paction (or generation of matrix stress). Diagenetic water leaving the
                       shale has a lower salinity than water remaining in the pore spaces. The
                       resultant shale salinity will be higher. Additionally, because of com-
                       paction, pore spaces are reduced. In drilling a shale, there will be a ten-
                       dency for the rock to be released from stress at and near the bore hole
                       wall. This release of stress will tend to cause expansion and resulting
                       increase in pore volume. If there were to be an increase in pore volume,
                       there would be a suction potential for water into the shale. In effect,
                       this would be the opposite of diagenesis. If water can be prevented
                       from entering the shale, the suction potential will provide stabilization
                       by minimizing pore volume expansion.


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