Environmental Engineering Reference
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Q
w
= 10
−
8
m
2
/s
Phreatic line
Reservoir level
8
7
9
10
6
5
8
9
7
4
10
6
10 m
3
5
2
4
8
3
7
1
9
10
6
2
5
1
4
3
2
1
Datum
0
0
0
Horizontal drain
(a)
Q
w
= 10
−
8
m
2
/s
Phreatic line
Reservoir level
8
7
9
10
6
8
5
7
9
4
10
6
10 m
3
5
2
4
8
3
1
9
7
10
6
2
5
1
4
3
2
2
1
Datum
0
0
0
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