Page 31 - Petrology of Sedimentary Rocks
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Grain   Size  Nomenclature

   The   basis   of   the   classification   is  a  triangular   diagram   on  which   are   plotted   the
   proportions   of  gravel   (material   coarser   than   Zmm),   sand  (material   between   0.0624   and
   2mm),   and   mud   (defined   as  all  material   finer   than   O.O625mm,   i.e.,   silt   plus  clay),   as
   shown   in  the  triangular   diagram.   Depending   on  the  relative   proportions   of  these   three
   constituents,   fifteen   major   textural   groups   are  defined--for   example,   sandy   conglom-
   erate,   slightly   conglomeratic   mudstone,   or  sandstone.   This  classification   is  presented   in
   detail   by  Folk  (Jour.   Geol.   1954);  and  also  Folk,   Andrews   &  Lewis   (NwZd).

        To  place   a  specimen   in  one  of  the  fifteen   major   groups,   only   two   properties   need
   to  be  determined:   (I)   how   much   gravel   (material   coarser   than   2mm.)   it  contains--
   boundaries   at  80,  30,  5  per  cent,   and  a  trace;   and  (2)  the  ratio   of  sand  to  mud  (silt   plus
   clay)  with   boundaries   at  9:  I,  I : I,  and  I :9.
        The   proportion   of  gravel   is  in  part   a  function   of  the  highest   current   velocity   at
  the  time   of  deposition,   together   with   the  maximum   grain   size  of  the  detritus   that   is
  available;   hence   even   a  minute   amount   of  gravel   is  highly   significant.   For  this  reason
  the  gravel   content   is  given   major   emphasis,   and  it  is  the   first   thing   to  determine   in
  describing   the  specimen.   This   is  best  done   on  the  outcrop   by  naked-eye   examination,
  perhaps   aided   by  a  percentage   comparison   chart;   thin   sections   and   hand   specimens
  commonly    give   too  small   a  sample   to  be  representative   of  the  gravel   content.   Using
  this  scheme,   a  specimen   containing   more   than   80  per  cent   gravel   is  termed   “conglom-
  era  te”;   from   30  to  80  per  cent   gravel,   “sandy   conglomerate”   or  “muddy   conglomerate”;
  from   5  to  30  per  cent   gravel,   “conglomeratic   sandstone”   or  “conglomeratic   mudstone”;
  from   a  trace   (say   0.01   per   cent)   up  to  5  per   cent   gravel,   “slightly   conglomeratic
  sandstone”   or  “slightly   conglomeratic   mudstone”;   and  a  specimen   containing   no  gravel
  at  all  may  range   from   sandstone   through   mudstone,   depending   on  the  sand:mud   ratio.


        The  proportion   of  sand  to  mud   is  the  next   property   to  be  determined,   reflecting
  the  amount   of  winnowing   at  the  site  of  deposition.   Four   ranks   are  defined   on  the  basis
  of  the  sand:mud   ratio;   in  the  nonconglomeratic   tier,   these   are  sandstone   (ratio   of  sand
  to  mud  over   9:  I),  muddy   sandstone   (ratio   I:  I  to  9:  I),  sandy   mudstone   (ratio   I :9  to  I:  I),
  and  finally,   mudstone   (ratio   under   l:9).   The   ratio   lines   remain   at  the   same   value
  throughout   the   triangle:   e.g.   sandy   conglomerate   is  also   divided   from   muddy   sandy
  conglomerate   by  a  sand:mud   ratio   of  9:l.   This   division   is  fairly   easy   to  make   with   a
  hand  lens,  unless   a  large   amount   of  coarse   silt  and  very   fine   sand  is  present.

        These   two  simple   determinations   are  sufficient   to  place   a  specimen   in  one  of  the
  fifteen   major   textural   groups   shown   in  Table   I.  One  might   simply   stop  at  this  point   and
  say  no  more   about   the   grain   size;   yet   a  great   deal   of   information   is  gained   by
  specifying,   whenever   practicable,   the  median   diameter   of  each  of  the  fractions   present.
  Thus   two   specimens   belonging   to  the   conglomeratic   sandstone   group   have   quite
  different   significance   if  one  is  a  bouldery   fine   sandstone   and  the  other   is  a  pebbly   very
  coarse   sandstone.   The  detailed   breakdown   will  be  used  in  all  our  class  work.

        These   fine   subdivisions   are   determined   by  specifying   the   median   diameter   of
  each  fraction   considered   independently   of  any  other   fraction   that   may  be  present.   For
  some   specimens   this   is,  of  course,   not   possible;   but   in  most   it  can  be  accomplished
  sufficiently   well   for   field   purposes,   especially   if  the   material   is  bimodal.   The   size
  terms   of  Wentworth   (1922)   are  used  for  the  various   classes.   Thus,   if  gravel   is  present,
  one  determines   whether   the  median   of  the  gravel   fraction   considered   alone   falls   in  the
  granule,   pebble,   cobble,   or   boulder   class;   for   example,   the   major   group   of   sandy






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