DELILAH 
Location: Longshore 
diment Sample - 7 
= 1008.98 m, Cross-shore = 111.20 m, 
SIZE CLASSIFICATION: Gravel 
(By Weight Percent) 
Wentworth 
Unifi 
STANDARD STATISTICS: 
Median Diameter 
Mean Diameter 
Standard Deviation 
32.76 35.11 
Coarse Medium Fine 
10.19 21.94 
ed 0.00 32.76 36.88 30.36 
Depth = 0.34 m 
Clay 
0.00 0.00 
0.00 0.00 
Method of Moments Folk Graphic Measures Grain Size 
0.09 phi 
1.63 phi 
-0.29 phi 
0.10 phi 
1.70 phi 
1.219 mm 
0.937 mm 
Diam. 
(phi) 
-2.25 
-1.00 
0.25 
1.50 
2.75 
Skewness 
Kurtosis 
Weight Diam. 
CA) (phi) 
0.000 
5.721 
4.510 
1.688 
5.600 
0.30 
1.69 
Diam. 
(phi) 
“lo 
-0.50 
0.75 
2.00 
3.25 
Weight 
(Gs) 
4.259 
6.581 
2.418 
4.025 
0.444 
0 
0 
Diam. 
-26 
-62 
Weight 
(phi) _(%) 
SHo50 oI 
-0.25 
1.00 
2.25 
3.5 
5.612 
3.016 
5.773 
0.065 
Diam. 
(phi) 
-1.25 
0.00 
1.25 
2.50 
3.75 
Weight 
GZ) 
6.226 
4.239 
1.776 
7.517 
0.012 
Frequency Weight Percent 
Figure C8. Grain size distribution for sediment sample 7, 15 October 1990 
Appendix C Sediments 
Sample: DELILAH 7 
Moment Measures 
* Mean 0.09 PHI 
Std. Dev. 1.63 PHI 
Skewness 0.30 
Kurtosis 1.69 
Folk Measures 
© Median 0.10 PHI 
Grain Size (PHI) 
cg 
