Fig. $2$

For a given profile shown in Fig.Q$2,$ design the $\frac{u}{s}$ and $\frac{d}{s}$ protection work. If seepage pressure

distribution $(\%)$ after due corrections are given below, draw the Seepage HG line for $"$No flow

condition" and calcuate the thickness required at the $\frac{d}{s}$ end of the slope.