Page 38 - Petrology of Sedimentary Rocks
P. 38

8.    Replace   the  two  creased   papers   as  before   and  now  hold  the  sieve   upside   down   and
          pound   it  sharply   on  the  paper,   STRIKING   THE   TABLE   EVENLY   WITH   THE   RIM
          (otherwise   you   will   dent   the   screen).   Add   the   sand   thus   jarred   loose   to  the
          balance   pan.   Make   sure  that   all  grains   end  up  inside   the  balance   pan  by  repeating
          this  process.   Weigh   the  sample   in  the  balance   pan  to  0.01  gm.  (if  you  have   less
          than   1.0  gral:?s   in  any  sieve   fraction,   it  should   be  weighed   on  the  chemical   balance
          to  0.001).

    9.    Examine   each   sieve   fraction   (after   it  is  weighed)   under   the  binocular   microscope
          and  estimate   the  percent   of  aggregates   in  each   fraction.   THIS   IS  ABSOLUTELY
          NECESSARY      FOR   VALID   WORK!    The  best  way  to  do  this  is  by  spreading   grains
          on  a  micropaleo   grid   and  counting   100  of  them.   This  takes   only  a  very   little   time.
          Start   estimating   at  the  coarsest   sizes  and  work   down   until   NO  MORE   aggregates
          appear.   If  any  fraction   over   25%  aggregates,   it  should   be  re-disaggregated   and
          run   through   the   screens   again.   Record   the   percentage   of  aggregates   in  each
          size--these   must   be  subtracted   from   the  sample   weight   as  shown   in  the  sample
          computation.

   IO.    Store   the  sample   in  corked   vials,   paper   envelopes,   or  folded   paper   packets.   Label
                                            and  finer
          each  fraction   as  to  both   coarser   --   limits,   and  sample   number.
                                           DATA    FORM

           Held   on:       Raw     %  Aggre-   Corrected    Cumulative     Cumulative    Ind  iv.
      Mesh     Mm     4   Weight      gates      Weight         Weight          Pet.      Pet.
        I8    1.0    0.0    3.5  gm    20           2.8            2.8           9.1        9.1
        35    0.5    1.0   10.7        IO           9.6           12.4          40.3       31.2
        60    0.25   2.0    8.3         5           7.9           20.3          65.9       25.6
                                                    5.6           25.9          84.0       18.  I
              0.19
                     3.0
                            2.9
       1;:    0.12   2.5    5.6         -  -        2.9           28.8          93.5        9.5
       230    0.06   4.0     I .3                    1.3          30.  I        97.7        4.2
      Pan     -             0.7                     0.7           30.8         100.0        2.3
    To  get   cumulative   percent,   divide   each   figure   by  the   last  number   in  the  Cumulative
    Weight   column.   Do  not  obtain   cumulative   percent   by  adding   UP  individual   percentages
    (last   column)   as  “rounding-off”   error   will   distort   the  cumulative   percentages.

    This  analysis   illustrates   another   trick:   if  you  are  sieving   at  a  coarse   screen   interval,   it
    is  wise   to  insert   an  additional   screen   at  about   the  modal   diameter   (the   most   abundant
    grade   size).   This  makes   curve   plotting   much   easier.


    -  IF  the  sample   contains   any  gravel   (Material   coarser   than  2.0  mm):
          To  get  a  representative   sample   of  the  gravel   fraction,   it  is  necessary   to  have   a
    much   larger   sample,   say  0.5  to  2  or  even   more   kilograms.   In  this  case,   place   the  total
    sample   on  the   2  mm.   screen   and  sieve   by  hand.   Weigh   the   total   amount   of  gravel
    retained,   and  the  total   amount   of  sand  passing   through.   This  enables   you  to  obtain   the
    percentage   of  gravel   in  the  sample.


          Sieve   the   entire   amount   of   gravel   by  hand   through   as  coarse   screens   as  are
    avai  lab  le.   For   pebbles   too   large,   a  set   of   wire   squares   of   proper   diameter   is
    constructed,   and   the   pebbles   passed   through   endwise   and   counted.   The   number   of
    pebbles   unable   to  pass  through   each  screen   is  then   weighed.   Screen   and  weigh   all  the
    pebbles   in  this  manner.



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