Page 131 - Shale Shakers Drilling Fluid Systems
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114   SHALE SHAKERS AND DRILLING FLUID SYSTEMS



        recovered liquid is returned to the active system.         removal system, which typically consists of a
        Large quantities of colloidal solids may be recovered      shale shaker and mud cleaner mounted over
        with the liquid and this could affect plastic viscos-      a small tank.
        ity, yield point, and gel strengths of a drilling fluid.
                                                                   River crossing—This technique facilitates run-
                                                                   ning a pipeline under a river. First, a small-
                                                                   diameter hole is directionally drilled under
                                                                   the riverbed. The pipe for the pipeline is then
              NON-OILFIELD DRILLING USES
                                                                   attached to the end of the drill string and
                    OF SHALE SHAKERS                               pulled back under the river while a larger
                                                                   hole is back-reamed to accomodate the pipe.
          Trenchless drilling is one of the fastest grow-           When laying large-diameter pipelines, a
        ing areas for shale shaker use other than drilling         substantial solids control system must be
        oil and gas wells. Trenchless drilling encompasses         established with multiple shakers, desanders,
        several areas of use:                                      desilters, and centrifuges. Additionally, the
                                                                   use of mud cleaners will reduce drilling fluid
          • Micro-tunneling—Micro-tunneling has become             disposal volumes.
             very popular in Europe and is being used              Road crass7/7g—Pipelines or cables often need
             more frequently in the United States. Micro           to be placed beneath roads. Drilling beneath
             tunneling is the horizontal boring of a large-        a road does not require disrupting traffic or
             diameter hole (from 27 inches up to 10 feet)          destroying the road surface. Frequently, the
             while simultaneously laying pipe. Typically,          hole volume is small enough that solids re-
             this technique is used in cities when laying          moval equipment is not necessary. Should
             or replacing water and sewer pipe beneath             drilling fluid accumulation cause a problem,
             buildings and heavily traveled roads.                 or in the case of large-diameter holes and wide
               To prepare for these operations, large-
             diameter, vertical holes, or "caissons," are ex-      roadbeds, a shaker or mud cleaner is used.
             cavated allowing the drilling equipment and           Fiber-optic cables—Fiber-optic cables are of-
             hydraulic rams to be set up at the desired            ten required in residential or business areas
             depth. The caisson is excavated slightly below        where drilling fluid and drilled solids must be
             the equipment level creating a sump for the           contained. Since these cables do not require
             returned drilling fluid and associated drilled        large-diameter holes, solids control systems
             solids. The returns are pumped to the surface         usually consist of only a small tank, pump
             by a submersible pump to a compact solids             package, and a small shaker.
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