Answer:
7582.9 ft.Ibf/s
Explanation:
Given
L=1000ft,d=0.425ft,Q=1ft^3/s,z2-z1=120ft,Kl=10,d=1.94slug/ft^3, vicosity u= 2.32*10-5ibf.s/ft2
Reynold Re= Density*diameter*velocity/ viscosity
But Q=AV
V= 4/3.142*0.425=2.99ft/s
Re= 1.94*0.425*2.99/2.32*10-5)=106455.3
Friction factor=1/√f=-1.8log[((e/d)/3.7)^1.11+6.9/Re] is very neglible hence equals 0
Pump head Hp= z2-z1+v^2/2g[FL/f+KL]
Hp=120+2.99^2/2*32.2(0+10)=121.4ft
Pump power = density*g*Q*hp
1.94*32.2*121.4=7582.9 ft.Ibf/s