The head loss through a siphon barrel is usually given by Unwin’s formula by neglecting velocity of approach as HL = [1 + F1 + F2. L/R] V^2/2g, where F1 and F2 respectively represent the coefficient of head losses due to?
(a) Barrel friction and entry
(b) Entry and barrel friction
(c) Barrel friction and exit
(d) Exit and barrel friction
I got this question by my college professor while I was bunking the class.
My question comes from Cross Drainage Work Design topic in division Cross Drainage Work of Irrigation Engineering