Right answer is (d) (8*B* (G-1) *g*d/f)^1/2
The best I can explain: The self cleansing velocity V is given by V = (8*B* (G-1) *g*d/f)^ 1/2 Where, G is the specific gravity, g is the acceleration due to gravity, d is the diameter of sewer and f is the Darcy Weisbach friction factor.