Calculate the uplift pressure distribution and plot it$,$ then determine the total resultant force along with its location.

Use below information:

Waterhead on the right hand $-3\mathrm{.}6m$

Waterhead on the left hand $-0m$

Dam length $-20m$

Hydraulic conductivity of soil $-4\mathrm{.}8{10}^{-6}\frac{m}{sec}$

Hydraulic conductivity of concrete $-0$

Saturated Density of soil $-2056k\frac{g}{m}3$

Saturated Density of concrete $-2400k\frac{g}{m}3$

Total Seepage rate $-1\mathrm{.}3056{10}^{-6}\frac{m^3}{s\frac{ec}{m}}$

Total pumping capacity $-1\mathrm{.}28079{10}^{-2}k\frac{g}{s}.$

If any assumptions are made please define them.