Water is pumped at a steady uniform flow rate of 0.01 m3/s through a horizontal smooth circular pipe of 100 mm diameter. Given that the Reynolds number is 800 and g is 9.81 m/s2, the head loss (in meters, up to one decimal place) per km length due to friction would be
Head loss due to frictions,
hL=fLQ212.1d5
Here,
f=frictionfactor
=64Re=64800=0.08
∴ Head loss per metre length
hLL=fQ212.1d5=0.08×(0.01)212.1×(0.1)5
hLL=0.812.1=0.06611 metre/metre
= 66.11 metre/km