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Nichols/Sedimentology and Stratigraphy 9781405193795_4_002 Final Proof page 7
                                                         02
                        Nichols/Sedimentology
                                                            Final
                                              9781405193795_4_0
                        Nichols/Sedimentology
                                                         02
                                              9781405193795_4_0
                                                            Final
                                                               Proof
                                                               Proof
                                      Stratigraphy
                                    and
                                    and
                                      Stratigraphy
                                                                   page
                                                                                    Compositor
                                                                                    Compositor
                                                                              8:13pm
                                                                                          Name:
                                                                                             ARaju
                                                                                             ARaju
                                                                                          Name:
                                                                              8:13pm
                                                                      7
                                                                      7
                                                                   page
                                                                        26.2.2009
                                                                        26.2.2009 8:13pm Compositor Name: ARaju
                                                                        26.2.2009
                                                                           Gravel and Conglomerate   7
                     $$     !      $                          the natural distribution of sedimentary particles and in
                                                              a simple way it can be related to starting with a large
                                (      	                      block and repeatedly breaking it into two pieces.
                     )*+    ,-
                                                               Four basic divisions are recognised:
                     .)-    ,/
                                                               clay (<4 mm)
                     +0     ,+        	                        silt (4 mmto 63 mm)
                                                              	
  	    
   gravel/aggregates (>2.0 mm)
                     1)     ,*                                 sand (63 mm or 0.063 mm to 2.0 mm)
                     .+     ,0                                The phi scale is a numerical representation of the
                      -     ,1        	                       Wentworth Scale. The Greek letter ‘f’ (phi) is often
                      0     ,)                                used as the unit for this scale. Using the logarithm
                                4      	                      base two, the grain size can be denoted on the phi
                      )     ,.                                scale as
                                &  5
                      .      2                                      f ¼  log 2 (grain diameter in mm)

                      2 *    .                                The negative is used because it is conventional to

                      2 )*   )                                represent grain sizes on a graph as decreasing from
                                     	                        left to right (2.5.1). Using this formula, a grain diam-
                      2 .)*  1                                eter of 1 mm is 0f: increasing the grain size, 2 mm
                                &  5
                      2 2+1  0                                is  1f, 4 mm is  2f, and so on; decreasing the grain
                                    	  	  
                   size, 0.5 mm is þ1f, 0.25 mm is 2f, etc.
                      2 21.  *

                      2 2.*+  +
                                     	  
                     	    2.2 GRAVEL AND CONGLOMERATE
                      2 22/-  /
                                &  5
                      2 2213  -                               Clasts over 2 mm in diameter are divided into gran-
                                   5                          ules, pebbles, cobbles and boulders (Fig. 2.2). Consol-
                                                              idated gravel is called conglomerate (Fig. 2.3) and
                 Fig. 2.2 The Udden–Wentworth grain-size scale for clastic  when described will normally be named according to
                 sediments: the clast diameter in millimetres is used to define  the dominant clast size: if most of the clasts are
                 the different sizes on the scale, and the phi values are  between 64 mm and 256 mm in diameter the rock
                  log 2 of the grain diameter.                would be called a cobble conglomerate. The term
                                                              breccia is commonly used for conglomerate made
                                                              up of clasts that are angular in shape (Fig. 2.4). In
                 2.1.2 The Udden–Wentworth
                 grain-size scale
                 Known generally as the Wentworth Scale, this is the
                 scheme in most widespread use for the classification of
                 aggregates particulate matter (Udden 1914; Went-
                 worth 1922). The divisions on the scale are made on
                 the basis of factors of two: for example, medium sand
                 grains are 0.25 to 0.5 mm in diameter, coarse sand
                 grains are 0.5 to 1.0mm, very coarse sand 1.0 to
                 2.0 mm, etc. It is therefore a logarithmic progression,
                 but a logarithm to the ‘base two’, as opposed to the ‘base
                 ten’ of the more common ‘log’ scales. This scale has
                 been chosen because these divisions appear to reflect  Fig. 2.3 A conglomerate composed of well-rounded pebbles.
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