For an initially planar slope of 1:50, calculate the equilibrium slope for a sand size of 0.2 mm, a breaking wave height of 2 m, and a berm height B of K Hb, where K = 0.8. What is the shoreline...

For an initially planar slope of 1:50, calculate the equilibrium slope for a sand size of 0.2 mm, a breaking wave height of 2 m, and a berm height B of K Hb, where K = 0.8. What is the shoreline change y? What is the profile type? For what value of K would there be no shoreline change? What is this profile type?