Q3. For the dam shown in Figure Q3: (a) Draw the problem using a reasonable scale (b) Draw the flow net and show clearly the boundary conditions. (c) Determine the seepage loss beneath the dam in
(m^(3))/(d)a(y)/(m)
(q). (d) Plot the uplift pressure distribution on the base of the dam and calculate the uplift force (U). (e) Calculate the exit hydraulic gradient lext.