Table 7. Laboratory hydraulic conductivity tests for the peaty silt liner material.
Measured
Corrected
Avg.
Avg.
Water
Dry
Effective
hydr.
Test
hydr.
hydr.
effective
Sample
content
density
stress
Run
cond.
temp.
cond.
cond.
stress
(C)
(Mg/m3)
number
(%)
(kPa)
number
(cm/s)
(cm/s)
(cm/s)
(kPa)
PS-1
38.2
1.090
9.1
1.00
7.09E-06
22.8
6.57E-06
6.588E-06
8.5
(optimum
7.9
2.00
7.33E-06
22.8
6.80E-06
water
8.6
3.00
7.12E-06
22.8
6.61E-06
content)
8.2
4.00
6.84E-06
22.6
6.37E-06
14.6
1
2.81E-06
22.7
2.61E-06
2.49E-06
14.6
14.6
2
2.72E-06
22.7
2.53E-06
14.6
3
2.48E-06
22.8
2.31E-06
14.5
4
2.67E-06
22.6
2.49E-06
33.6
1
1.40E-06
22.6
1.30E-06
1.14E-06
33.5
33.9
2
1.25E-06
22.6
1.16E-06
33.5
3
1.16E-06
22.6
1.08E-06
32.8
4
1.08E-06
22.6
1.01E-06
PS-2
46.4
1.064
6.4
1
5.26E-06
23.0
4.86E-06
3.66E-06
4.8
(optimum
4.7
2
3.53E-06
23.0
3.26E-06
water
4.0
3
3.70E-06
23.1
3.41E-06
content
4.0
4
3.38E-06
23.1
3.12E-06
+8.2%)
13.2
1
1.42E-06
23.3
1.30E-06
1.03E-06
13.8
13.3
2
1.29E-06
23.2
1.19E-06
14.4
3
9.50E-07
23.3
8.71E-07
14.3
4
8.15E-07
23.2
7.49E-07
35.5
1
3.29E-07
22.3
3.09E-07
2.35E-07
35.4
35.4
2
2.38E-07
22.5
2.23E-07
35.4
3
1.45E-07
22.6
1.35E-07
35.4
4
2.94E-07
22.6
2.74E-07
PS-3
28.8
1.077
5.4
1
2.46E-04
23.7
2.24E-04
2.41E-04
5.4
(optimum
5.4
2
2.63E-04
23.7
2.39E-04
water
5.4
3
2.59E-04
23.7
2.36E-04
content
5.4
4
2.93E-04
23.7
2.66E-04
9.4%)
14.2
1
2.25E-04
23.7
2.04E-04
2.04E-04
14.2
14.2
2
2.27E-04
23.7
2.06E-04
14.2
3
2.37E-04
23.7
2.15E-04
14.2
4
2.11E-04
23.7
1.92E-04
36.1
1
1.09E-04
22.4
1.02E-04
9.70E-05
36.1
36.1
2
9.98E-05
22.4
9.35E-05
36.1
3
1.01E-04
22.4
9.46E-05
36.1
4
1.04E-04
22.4
9.76E-05
16
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