Correct option is (d) Total loss of head = Entry loss + Frictional loss + Velocity head at exit
To elaborate: If the difference in the water level of the distributary and the water course is known then by using the formula total loss of head = entry loss + frictional loss + velocity head at the exit. Mathematically it is represented as HL = 0.5V^2/2g (1.5 + fâ l/d) where l = length of pipe, d = diameter of pipe and fâ = coefficient of friction.