4 An alternative design is being considered for the dam as s

4. An alternative design is being considered for the dam as shown in Figure 3. A 100 foot flownet for this design (to the same scale as before) and estimate The seepage underneath the dam in ft Iday The uplift pressures acting along the base of the dam The exit gradient at the toe of the dam

Solution

In adequate information provided. Please provide the figure 2 aswell to solve the problem.