2.4 The section through a long cofferdam is shown in Figure 2.24, the coefficient of permeability of the soil being 4.0 x 10-7 m/s. Draw the flow net and determine the quantity of seepage entering the cofferdam.

Structural Analysis
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Chapter2: Loads On Structures
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How to solve 2.4 and 2.5 ?

2.4 The section through a long cofferdam is shown in Figure 2.24, the coefficient of
permeability of the soil being 4.0 x 10- m/s. Draw the flow net and determine
the quantity of seepage entering the cofferdam.
2.5
The section through part of a cofferdam is shown in Figure 2.25, the coefficient
of permeability of the soil being 2.0 x 10-6 m/s. Draw the flow net and determine
the quantity of seepage.
-9.00 m-
3.00 m
2.00 m
2.50 m
3.00 m
B.
5.00 m
2.00L
3.00 m
2.00 m
5.00 m
3.50 m
Figure 2.25
Figure 2.24
Transcribed Image Text:2.4 The section through a long cofferdam is shown in Figure 2.24, the coefficient of permeability of the soil being 4.0 x 10- m/s. Draw the flow net and determine the quantity of seepage entering the cofferdam. 2.5 The section through part of a cofferdam is shown in Figure 2.25, the coefficient of permeability of the soil being 2.0 x 10-6 m/s. Draw the flow net and determine the quantity of seepage. -9.00 m- 3.00 m 2.00 m 2.50 m 3.00 m B. 5.00 m 2.00L 3.00 m 2.00 m 5.00 m 3.50 m Figure 2.25 Figure 2.24
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