Page 246 - Introduction to Mineral Exploration
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10: EVALUATION TECHNIQUES  229


                 the final cash payment is made. Consequently,  or using a hydraulically driven downhole
                 it is important for this representative to be  motor, which acts as a directional control
                 thoroughly familiar with the contract and the  device (Cooper & Sternberg 1988, Dawson &
                 problems that can arise at a drilling site, par-  Tokle 1999). This relatively new directional-
                 ticularly if in a remote location.           drilling tool was originally designed for the oil
                   The client (i.e. the company) is at liberty to  industry. The downhole motor is powered by
                 fix specifications such as, say, a plus 90% core  the circulating fluids passed down the center
                 recovery, a vertical hole with less than 5   of the rod string, which drives the bit with-
                 degrees deviation. It is then at the discretion  out drill-rod rotation. A spring deflection shoe
                 of the drilling company as to whether or not  located just above the bit acts as a directional
                 these requirements are accepted, but if they are  control device and delivers a constant side pres-
                 and the conditions are not met the failure is  sure to the drillhole wall forcing the bit to
                 remedied at the expense of the contractor.   move (and deflect) in the opposite direction.
                                                              The amount of spring loading in the shoe is pre-
                                                              set before the unit is lowered into the hole and,
                 10.3.5  Borehole surveying
                                                              obviously, progress is monitored by closely
                 Drills are usually unpredictable wanderers.  spaced surveys. The deflection unit is a special
                 In section holes drilled at a low angle to rock  tool and is not used in normal drilling.
                 structures tend to follow that structure while
                 holes at a higher angle tend to become perpen-
                 dicular to the feature. A similar behavior can  10.3.6  Drillhole patterns
                 be expected from alternations of hard and soft  The pattern of drilling in an exploration pro-
                 rock (e.g. layers of chert in chalk). Steep holes  gram depends primarily upon the intended
                 are likely to flatten and all holes tend to spiral  use of the data. In reconnaissance work where
                 counter clockwise with the rotation of the drill  the geology is poorly known the first holes
                 rods. However, wandering also depends upon   may be isolated from each other and drilled for
                 the pressure on the drilling bit and its rate of  geological orientation purposes. In exploration
                 revolution, so that two drillholes in similar  for sedimentary uranium deposits, coal and
                 geological situations may take different paths.  borates, holes may be drilled up to 10 km apart
                 Holes with a length of 1000 m have been found  to locate sedimentary formations of interest
                 to be several 100 m off course – while indi-  and obtain structural data. Later holes may be a
                 vidual lengths of drill rod are essentially inflex-  few kilometers apart whilst drilling a specific
                 ible, a drill string several hundred meters in  target calls for “fences” or lines of holes, at a
                 length will bend and curve. Since drillholes are  close spacing of 100 –200 m. However, the loca-
                 used for sampling at depth, if the orientation of  tion and spacing of holes in the last eventual-
                 the hole is not known the location of the sam-  ity are guided by detailed geological mapping,
                 ple is similarly unknown, and geological pro-  geochemical, geophysical, and geostatistical
                 jections based on these samples will be in error.  results (see sections 5.2 and 10.4.1).
                   Borehole surveys are conducted as a matter   Generally, a systematic grid of drillholes
                 of routine in all holes and there are a variety  (and samples) taken normal to the expected
                 of instruments for this purpose. They most   mineralized zone is a preferred pattern. This
                 commonly indicate the direction (azimuth) and  provides a good statistical coverage and geo-
                 inclination of the hole at selected intervals,  logical cross sections can be made with a
                 commonly every 100 m, using a small mag-     minimum of projection. Such fences may
                 netic or gyroscopic compass. The calculation  well be 200–400 m apart with individual
                 of corrected positions at successive depths is  holes spaced at 100–200 m intervals, which
                 a straightforward mathematical procedure, if  allows room for systematic infill drilling if
                 one knows the location of the top of the hole  the results justify extra work. The inclina-
                 (X, Y, and Z co-ordinates) and the initial hole  tion of individual holes is obviously import-
                 inclination.                                 ant and generally they should be drilled at
                   Deliberate deflection can be achieved either  right angles to the expected average dip of the
                 by wedging holes (say, 1 degree per wedge)   mineralisation.
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