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](https://secure.tutorsglobe.com/CMSImages/1014_Figure.png)
Find the expected colume per year that will seep to the groundwater from each hole?