Problem #$2$

Draw the flow net on the attached figure

a$.$ For the hydraulic structure shown in the figure, draw a flow net for flow through the permeable layer. Given: $k=0\mathrm{.}003i\frac{n}{sec,H_1}=10ft,H_2=2ft,D_1=12ft,D_2=3ft,$ and $L=16ft.$

b$.$ Calculate the seepage loss in $f\frac{t^3}{?}$ day$/$ft$.$

c$.$ Using the flow net, calculate the hydraulic uplift force at the base of the hydraulic structure at point $A,B,$ and $C,$