PPT - Seepage in Soils Civil Engineering (CE) Notes | EduRev

Soil Mechanics

Civil Engineering (CE) : PPT - Seepage in Soils Civil Engineering (CE) Notes | EduRev

 Page 1


1
Seepage
Page 2


1
Seepage
2
One-dimensional flow
Discharge = Q = v. A = k . i . A= k (h/L). A
Page 3


1
Seepage
2
One-dimensional flow
Discharge = Q = v. A = k . i . A= k (h/L). A
Water In
h =h
A
-h
B
Head Loss or
Head Difference
or Energy Loss
h
A
h
B
i = Hydraulic Gradient
(q)
Water
out
Z
A
Datum
Z
B
One-dimensional flow
Page 4


1
Seepage
2
One-dimensional flow
Discharge = Q = v. A = k . i . A= k (h/L). A
Water In
h =h
A
-h
B
Head Loss or
Head Difference
or Energy Loss
h
A
h
B
i = Hydraulic Gradient
(q)
Water
out
Z
A
Datum
Z
B
One-dimensional flow
4
Two-dimensional flow
Page 5


1
Seepage
2
One-dimensional flow
Discharge = Q = v. A = k . i . A= k (h/L). A
Water In
h =h
A
-h
B
Head Loss or
Head Difference
or Energy Loss
h
A
h
B
i = Hydraulic Gradient
(q)
Water
out
Z
A
Datum
Z
B
One-dimensional flow
4
Two-dimensional flow
5
Two-dimensional flow
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