Page 61 - Sedimentology and Stratigraphy
P. 61

Processes of Transport and Sedimentary Structures
                  48    Nichols/Sedimentology and Stratigraphy 9781405193795_4_004  Final Proof page 48  26.2.2009 8:16pm Compositor Name: ARaju

                               & 
 
    	 
  
  '

                                               (




                                         &  	  	 
       '





                                                                          Fig. 4.4 The lift force resulting from the
                                                                          Bernoulli effect causes grains to be
                                      ) 	*
                                                                          moved up from the base of the flow.


                          . 	            
      (   (         .    .   ) 	    $ //     . //     0
                     !!!




                                                                1           	   	     	*
                                            1 3 %34  42    4 $3
                     !!     1                  	
                          2 
   
       /


                    (  + *     
  &     ,  '   !  1                    	
           4 $3      01263 2





                                                                      21$3 % %34


                             4 $3   %4  5 $14 %34
                                      2 
   
          
        	                          
          
  
!

                                                                                 "



                     !
                      ! !!         ! !           !                          !            !!          !!!
                                                         ) 	     -  &  '

                  Fig. 4.5 The Hju ¨lstrom diagram shows the relationship between the velocity of a water flow and the transport of loose grains.
                  Once a grain has settled it requires more energy to start it moving than a grain that is already in motion. The cohesive
                  properties of clay particles mean that fine-grained sediments require relatively high velocities to re-erode them once they are
                  deposited, especially once they are compacted. (From Press & Siever 1986.)
   56   57   58   59   60   61   62   63   64   65   66