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SOLIDS CONTROL EQUIPMENT  159


















































                                           FIGURE 7-12. Rotary mud separator.



        more of the process slurry is diverted through the    covered" water is already on hand, this require-
        performations of the rotor and subjected to the       ment can significantly increase the total system
        high-gravity field. The smaller mass is carried       volume (active + reserve + discards). Any such
        through the perforated center shaft, while the        recovered or recycled water used in the separator
        heavier solids stream continues through the rotor-    must be relatively free of colloidal fines.
        case annulus to exit as a dense slurry.                 The rotary mud separator can process greater
          The rotary mud separator discharges two streams     volumes of fluid than the decanting centrifuge.
        of liquid slurry capable of being pumped. For this    This, combined with the fact that it need not be
        reason, the device may be placed near the pit         mounted over suction or discharge pits, are its
        system instead of being mounted on top of the         principal advantages over the decanting centrifuge.
        mud tanks. Both the light and heavy slurries exit       The major disadvantage of the unit is that it
        with sufficient energy to allow flow into contain-    requires significant quantities of dilution water,
        ment or active tanks. Discharge elevation should      which increases total system volume. Drilling fluid
        be less than 20 feet, and discharge slurry density    treatment material (such as the filtration control
        should never exceed 22 pounds per gallon.             additives and polymer additives) requirements are
          The suction hose should be short—under 25           also increased.
        feet—and suction elevation should be limited to 10      Obviously, because of the high quantity of di-
        feet. Additionally, a strainer should be placed on    lution water needed, it cannot be used as a de-
        the suction line intake.                              watering device. However, the effluent from a ro-
          In practice, the rotor mud separator requires       tary mud separator can be effectively processed by
        approximately seven gallons of water for every        a decanting "dewatering" centrifuge. Such dewa-
        gallon of feed mud processed. Unless ample "re-       tered effluent—particularly if the process has been
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