Page 107 - Introduction to Mineral Exploration
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90   C.J. MOON & M.K.G. WHATELEY



                  clearer. Ambiguities concerned with the inter-
                  pretation of drilling are common and often   905 m
                  cannot be resolved until there has been under-
                  ground development. A typical example is     865 m
                  shown in Fig. 5.14 in which three different
                  interpretations are possible from the informa-
                  tion available.
                    Once a stratigraphy has been established and
                  several boreholes are available, more sophistic-
                  ated plotting techniques can be used. Typical
                  methods used to plot drillhole information
                  are structure contour plans, isopach, grade
                  (quality), thickness, and grade multiplied by  (a)
                  thickness, known as the grade–thickness prod-
                  uct or accumulation maps. Grade and grade–
                  thickness product maps are extremely useful  905 m
                  in helping to decide on the areal location of
                  oreshoots and of helping direct drilling towards
                  these shoots (Fig. 5.15) (pp. 91, 92).       865 m
                    One of the key issues in any drilling program
                  is continuity of mineralisation. This deter-
                  mines the spacing of drill holes and the accur-
                  acy of any resource estimation (as discussed in
                  Chapter 10). In most exploration programs the
                  continuity can be guessed at by comparison
                  with deposits of a similar type in the same dis-
                  trict. However, it is usual to drill holes to test  (b)
                  continuity once a reasonable sized body has
                  been defined. Typical tests of continuity are to
                  drill holes immediately adjacent to others and  905 m
                  to test a small part of the drilled area with a
                  closer spacing of new holes.
                                                               865 m
                  5.2.3 Deciding when to stop
                  Usually the hardest decision when directing a
                  drilling program is to decide when to stop. The
                  main situations are:
                  1 No mineralisation has been encountered.
                  2 Mineralisation has been intersected, but it is
                  not of economic grade or width.               (c)
                  3 Drill intercepts have some mineralisation of
                  economic grade but there is limited continuity     Actual orebody sections
                  of grade or rough estimates show that the size
                  is too small to be of interest.
                                                                     Sections obtained by interpolation


                                                                     Zone of dislocation
                  FIG. 5.14 (opposite) (a–c) Three different
                  interpretations of drill intersections in an irregular  Borehole
                  deposit compared with outlines defined by mining.
                  (After Kreiter 1968.)
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