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  Thomas County Geohydrology

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Abstract

Introduction

Geography

Geology

Ground Water

Water Bearing Formations

Well Records

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Table 8

Table 8--Mechanical analyses of samples of slope deposits from roadside cut along south side of South Sappa Creek valley, W. center sec. 25, T. 7 S., R. 35 W. By Ada Swineford and Carrie B. Thurber.

Sample No. Mechanical analysis (percent by weight)
Larger than 4 mm 4-2 mm 2-1 mm 1.0-0.5 mm 0.5-0.25 mm 0.25-0.125 mm 0.125-0.062 mm 0.062-0.031 mm 0.031-0.0156 mm 0.0156-0.0078 mm 0.0078-0.0039 mm 0.0039-0.00195 mm 0.00195-0.00098 mm Less than 0.00098 mm
11       0.1 0.4 0.8 4.8 49.8 22.8 8.6 4.3 3.0 2.0 3.5
10       0.3 1.2 0.9 4.9 53.2 20.5 7.9 4.2 2.1 1.7 3.1
9       0.4 1.2 1.1 5.0 50.2 20.6 8.0 3.6 2.3 1.5 6.1
8       2.1 6.3 2.4 4.8 44.1 20.7 7.1 3.4 2.0 1.3 5.8
7       2.0 6.2 3.1 4.4 43.9 19.9 7.4 3.8 2.0 1.6 5.6
6       2.8 13.1 4.8 4.7 39.6 17.4 5.7 2.9 2.0 1.3 5.6
5       0.1 0.7 0.8 6.2 49.2 22.6 8.3 3.7 1.8 1.4 5.1
4       0.4 1.9 1.7 5.2 49.2 22.9 7.5 3.3 1.6 1.2 5.0
3 0.8 6.6 12.3 16.8 19.3 9.6 7.0 16.5 3.4 1.5 1.1 0.7 0.4 3.9
2     0.3 2.2 4.2 12.3 9.8 50.9 8.2 2.2 2.8 1.5 1.0 4.5
1       1.0 4.3 3.1 8.3 49.3 16.6 4.3 4.3 1.9 1.6 5.2

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  Kansas Geological Survey, Thomas County Geohydrology
Comments to webadmin@kgs.ku.edu
Web version Nov. 2001. Original publication date Dec. 1945.
URL=http://www.kgs.ku.edu/General/Geology/Thomas/table8.html