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Problem - assume fml has poor contact with the recompacted


Problem - Assume FML has poor contact with the recompacted clay linear.

The recompacted clay linear was construction to 10-7 cm/sec permeability.

Hole Diameter = 2 cm

Slope of the flow line = 0.5%

Slope of the floor = 2%

1014_Figure.png

Find the expected colume per year that will seep to the groundwater from each hole?

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Civil Engineering: Problem - assume fml has poor contact with the recompacted
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