Determine the aquifer characteristics S and T assuming that Eq. (4.28) is valid.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.4P
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A well pumps water at a rate of 2500 m³/day from a confined aquifer.
Drawdown measurements in an observation well 120 m from the pumping well are as follows:
Drawdown in metres
Time since pump
started in minutes
1
1.5
2
2.5
3
4
0
.10
.20
.30
.40
.50
.60
.70
Example
.80
Ф
5
6
8
1
-
10
12
Determine the aquifer characteristics S and T assuming that Eq. (4.28) is valid.
Drawdown s in
metres
0.05
0.08
0.12
0.14
0.16
0.20
0.23
0.27
0.30
0.34
0.37
O
As = 0.39 M
Time since pump
started in minutes
10
14
18
24
30
50
60
80
100
120
150
Q
O
Time in minutes
O
Drawdown s in
metres
Fig. 4.9 Time-drawdown graph (Example 4.5)
0.40
0.44
0.48
0.52
0.61
0.64
0.68
0.73
0.76
0.80
100
200
Transcribed Image Text:A well pumps water at a rate of 2500 m³/day from a confined aquifer. Drawdown measurements in an observation well 120 m from the pumping well are as follows: Drawdown in metres Time since pump started in minutes 1 1.5 2 2.5 3 4 0 .10 .20 .30 .40 .50 .60 .70 Example .80 Ф 5 6 8 1 - 10 12 Determine the aquifer characteristics S and T assuming that Eq. (4.28) is valid. Drawdown s in metres 0.05 0.08 0.12 0.14 0.16 0.20 0.23 0.27 0.30 0.34 0.37 O As = 0.39 M Time since pump started in minutes 10 14 18 24 30 50 60 80 100 120 150 Q O Time in minutes O Drawdown s in metres Fig. 4.9 Time-drawdown graph (Example 4.5) 0.40 0.44 0.48 0.52 0.61 0.64 0.68 0.73 0.76 0.80 100 200
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