X Posit 1 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



Commer 



ts : 



























Start 



Weight 





56. 



190 



Fi 



lal Weight : 



56 



.092 



Deviati 







0.174 



PHI 



MM 



We] 



ght 



Percnt 



Cumul 



PHI 



MM 



Weight 



Percnt 



Cumul 















Percnt 















Percnt 



-2.75 



6.727 







000 







000 



0.000 



1 



75 



0.297 



7.780 



13 



870 



61.469 



-2.50 



5.657 







000 







000 



0.000 



2 



00 



0.250 



8.571 



15 



280 



76.749 



-2.25 



4.757 







000 







000 



0.000 



2 



25 



0.210 



6.400 



11 



410 



88.159 



-2.00 



4 .000 







000 







000 



o.ooo 



2 



so 



0.177 



4.633 



8 



260 



96.418 



-1.75 



3.364 







000 







000 



0.000 



2 



75 



0.149 



1.481 



2 



640 



99.059 



-1.50 



2.828 







000 







000 



0.000 



3 



00 



0.125 



0.460 







820 



99.879 



-1.25 



2.378 







000 







000 



0.000 



3 



25 



0.105 



0.062 







111 



99.989 



-1.00 



2.000 







112 







200 



0.200 



3 



50 



0.088 



0.000 







000 



99.989 



-0.75 



1.682 







168 







300 



0.499 



3 



75 



0.074 



0.000 







000 



99.989 



-0.50 



1.414 







421 







751 



1.250 





00 



0.063 



0.006 







Oil 



100.000 



-0.25 



1.189 







959 



1 



710 



2.959 





25 



0.053 



0.000 







000 



100.000 



0.00 



1.000 



1 



240 



2 



211 



5.170 





50 



0.044 



0.000 







000 



100.000 



0.25 



0.841 



2 



373 



4 



231 



9.401 



4 



75 



0.037 



0.000 







000 



100.000 



0.50 



0.707 



2 



692 



4 



799 



14 .200 



5 



00 



0.031 



0.000 







000 



100.000 



0.75 



0.595 



3 



360 



5 



990 



20.190 



5 



25 



0.026 



0.000 







000 



100.000 



1.00 



0.500 



5 



491 



9 



789 



29.979 



5 



.50 



0.022 



0.000 







000 



100.000 



1.25 



0.420 





841 



8 



630 



38.610 



5 



.75 



0.019 



0.000 







000 



100.000 



1.50 



0.354 



5 



042 



8 



989 



47.599 



6 



00 



0.016 



0.000 







.000 



100.000 



Sample Content by Weight Percent 

 Gravel 



andard Statistics : 



1.40 

 1.43 

 0.38 



Elevation of Top of Core 

 Length of Core 

 Depth to Top of Sample 

 Depth to Bottom of Sample 



-7.27 

 0.00 

 0.00 



Start 



Weight 





29. 



530 



Fi 



nal Weight : 



29.543 



Deviati 







0.04< 



PHI 



MM 



We 



ght 



Percnt 



Cumul 



PHI 



MM 



Weight 



Percnt 



Cumul 















Percnt 















Percnt 



-2.75 



6.727 







000 







000 



0.000 



1 



75 



0.297 



2.021 



6 



841 



12.825 



-2.50 



5.657 







000 







000 



0.000 



2 



00 



0.250 



3.282 



11 



109 



23.935 



-2.25 



4.7 57 







000 







000 



0.000 



2 



25 



0.210 



5.542 



18 



759 



42.694 



-2.00 



4.000 







000 







000 



0.000 



2 



50 



0.177 



9.205 



31 



158 



73.852 



-1.75 



3.364 







000 







000 



0.000 



2 



75 



0.149 



4.230 



14 



318 



88.170 



-1.50 



2.828 







000 







000 



0.000 



3 



00 



0.125 



2.759 



9 



339 



97.509 



-1.25 



2.378 







030 







102 



0.102 



3 



25 



0.105 



0.650 



2 



200 



99.709 



-1.00 



2.000 







030 







102 



0.203 



3 



50 



0.088 



0.080 







271 



99.980 



-0.75 



1.682 







000 







000 



0.203 



3 



75 



0.074 



0.000 







000 



99.980 



-0.50 



1.414 







000 







000 



0.203 



4 



00 



0.063 



0.006 







020 



100.000 



-0.25 



1.189 







030 







102 



0.305 



4 



25 



0.053 



0.000 







000 



100.000 



0.00 



1.000 







030 







102 



0.406 



4 



50 



0.044 



0.000 







000 



100.000 



0.25 



0.841 







050 







169 



0.575 



4 



75 



0.037 



0.000 







000 



100.000 



0.50 



0.707 







071 







240 



0.816 



5 



00 



0.031 



0.000 







000 



100.000 



0.75 



0.595 







100 







338 



1.154 



5 



25 



0.026 



0.000 







000 



100.000 



I. 00 



0.500 







219 







741 



1.896 



5 



50 



0.022 



0.000 







000 



100.000 



1.25 



0.420 







269 







911 



2.806 



5 



75 



0.019 



0.000 







000 



100.000 



1.50 



0.354 







939 



3 



178 



5.984 



6 



00 



0.016 



0.000 







000 



100.000 



Sample Content by Weight Percent 



Standard Statistics 



Method of Moments 



(PHI) 



Folk Graphic Meas 



res ( 



Grain Size (mm) 





ravel 





Sand 





Silt 



Clay 





coarse 



medium 



fine 







0.203 



1.692 



22.039 



76.065 



0.000 



0.000 



0.000 



0.203 



2.603 



97. 174 



0.020 



0.000 





Median 



Mean 



Dev. 



Skew 



Kurt 







2.24 



0.49 



-1.58 



10.02 





2.31 



2.27 



0.44 



-0.16 



1.22 





0.20 



0.21 









B109 



