Profile 

 V Positior 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-26.37 

 0.00 

 0.00 



Comments : 



















Start 



Weight 



: 51. 



700 Fi 



nal Weight 



: 51 



.480 



Deviati 



3 n 



0.426 * 



PHI 



MM 



Weight 



Percnt 



Curoul 

 Percnt 



PHI 



MM 



Weight 



Percnt 



Percnt 























-2.75 



6.727 



0.000 



0.000 



0.000 



1.75 



0.297 



0.041 



0.080 



0.340 



-2.50 



5.657 



0.000 



0.000 



0.000 



2.00 



0.250 



0.098 



0.190 



0.530 



-2.25 



4.757 



0.000 



0.000 



o.ooo 



2.25 



0.210 



0.247 



0.480 



1.010 



-2.00 



4 .000 



0.010 



0.019 



0.019 



2.50 



0.177 



1.220 



2.370 



3.380 



-1.75 



3.364 



0.021 



0.041 



0.060 



2.75 



0.149 



10.131 



19.679 



23.059 



-1.50 



2.828 



0.000 



0.000 



0.060 



3.00 



0.125 



21.982 



42.700 



65.760 



-1.25 



2.378 



0.000 



0.000 



0.060 



3.25 



0.105 



10.749 



20.880 



86.639 



-1.00 



2.000 



0.010 



0.019 



0.080 



3.50 



0.088 



3.573 



6.941 



93.580 



-0.75 



1.682 



0.000 



0.000 



0.080 



3.75 



0.074 



2.147 



4.171 



97.751 



-0.50 



1.414 



0.000 



0.000 



0.080 



4.00 



0.063 



1.158 



2.249 



100.000 



-0.25 



1.189 



0.010 



0.019 



0.099 



4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.000 



0.000 



0.099 



4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



0.000 



0.000 



0.099 



4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



0.000 



0.000 



0.099 



5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



0.021 



0.041 



0. 140 



5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



0.021 



0.041 



0.181 



5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



0.010 



0.019 



0.200 



5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



0.031 



0.060 



0.260 



6.00 



0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 



Standard Statistics : 



ethod 



of Moments (PH 



I) 







2. 



94 



0.35 -1 



.94 33.43 



oik Graphic Measures 



(PHI) 



2.91 



2. 



93 



0.30 



.19 



1.25 



rain Size (m 



») 





0.13 







13 









Local i 



ty 



Type 



Sample 



Date 





Profi 



le Analysis Date Analy 



39 





G 



6216101 841002 







850831 



NT 





x Position 



: 3300.00 





Y 



Positi 



on : 



167.28 







Ele 



vation of 



Top of Core 







20.82 











Len 



gth of Core 











0.00 











Depth to Top 



of Sampl 



e 









0.00 











Depth to Bottom of Sample 













Comments : 



1.25 PHI 



CORRECTION BY MOD 



. 



LINEAR FIT 



27 JUN 86 







Start 



Weight 



: 50. 



410 Fin 



al Weight 





50.357 



Deviation : 



0.105 "t 



PHI 



MM 



Weight 



Percnt 



Percnt 





PHI 



MM 



Weight 



Percnt 



cumul 

 Percnt 



-2.75 



6.727 



0.000 



0.000 



0.000 





1.75 



0.297 



6.335 



12.580 



60.119 



-2.50 



5.657 



0.000 



0.000 



0.000 





2.00 



0.250 



8.163 



16.210 



76.329 



-2.25 



4.757 



0.000 



o.ooo 



0.000 





2.25 



0.210 



3.898 



7.741 



84.070 



-2.00 



4.000 



0.000 



0.000 



0.000 





2.50 



0.177 



5.061 



10.050 



94.120 



-1.75 



3.364 



0.000 



0.000 



0.000 





2.75 



0.149 



1.818 



3.610 



97.730 



-1.50 



2.828 



0.040 



0.079 



0.079 





3.00 



0.125 



0.801 



1.591 



99.321 



-1.25 



2.378 



0.030 



0.060 



0.139 





3.25 



0.105 



0.191 



0.379 



99.700 



-1.00 



2.000 



0.040 



0.079 



0.218 





3.50 



0.088 



0.091 



0.181 



99.881 



-0.75 



1.682 



0.191 



0.379 



0.598 





3.75 



0.074 



0.030 



0.060 



99.940 



-0.50 



1.414 



0.438 



0.870 



1.468 





4.00 



0.063 



0.030 



0.060 



100.000 



-0.25 



1.189 



0.609 



1.209 



2.677 





4.25 



0.053 



0.000 



0.000 



100.000 



0.00 



1.000 



0.791 



1.571 



4.248 





4.50 



0.044 



0.000 



0.000 



100.000 



0.25 



0.841 



1.848 



3.670 



7.917 





4.75 



0.037 



0.000 



0.000 



100.000 



0.50 



0.707 



2.447 



4.859 



12.777 





5.00 



0.031 



0.000 



0.000 



100.000 



0.75 



0.595 



3.067 



6.091 



18.867 





5.25 



0.026 



0.000 



0.000 



100.000 



1.00 



0.500 



5.207 



10.340 



29.207 





5.50 



0.022 



0.000 



0.000 



100.000 



1.25 



0.420 



4.427 



8.791 



37.999 





5.75 



0.019 



0.000 



0.000 



100.000 



1.50 



0.354 



4.804 



9.540 



47.539 





6.0 







0.016 



0.000 



0.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



Standard Statistics 



Kethod of Moments (PHI) 

 Folk Graphic Measures (PHI) 

 Grain Size (mm) 





1.44 



0.79 



-0.4 6 



1.55 



1.48 



0.78 



-0. 16 



0.34 



0.37 







B36 



