Q.
Liquid of density ρ flows along a horizontal pipe of uniform area of cross section a with a velocity v through a right angled bend. What force should be applied to the bend to hold it in equilibrium?
Mass of liquid flowing/sec, M=aρv
On either side of bend, p1=p2=mv
As turning is through 90∘, therefore Δp=p12+p22=2mv(∵p1p2) F=ΔtΔp=Δt2mv 2mv=12(aρv)v =2aρv2