A 250 ft high building has a 6065indiameter streel standpipe
Solution
solution:
1)here pressure equation for flow is given as follows
(start pressure)-(end pressure)-(friction loss in hose between plug to pump)-(fitting loss)-(friction loss in hose from pump to standpipe)-(elevation head)+pump head=0
2) start pressure=80 psi
3)end pressure=65 psi
4)pressure loss in firehose is given by following formula
Hf=C*(Q/100)^2*L/100
Q=500 gpm
for pipe between plug to pump=Hfpp=C*(Q/100)^2*L/100
for 4 in pipe value of c=.2
L=50ft
so we get
Hfpp=.2*(500/100)^2*50/100=2.5 psi
5)for pipe between pump to standpipe is=Hfps=C*(Q/100)^2*L/100
d=6 in,C=.05,L=50 ft
Hfps=.625 psi
6)fitting losses are minimum and can be neglected as all fitting are made by fire hose and connection are threaded so losses of fitting is neglected.
7)elevation=end elevation-start elevation=250-0=250 ft=108 psi
8)friction losses in steel stand pipe is given by hazen william equation as follows
Hfs=.002083*L*(100/C)^1.85*Q^1.85/d^4.8655
for steel pipe,c=120
L=250 ft
d=6.065 in
Q=500 gpm
Hfs=5.6803 ft or 2.46 psi
9)now we have computed all lossses between start to end so pump head which is required at fire truck is given by following relation
pump head+(start pressure)-(end pressure)-(friction loss in hose between plug to pump)-(fitting loss)-(friction loss in hose from pump to standpipe)-(elevation head)=0
pump head+80-65-.625-2.5-2.46-108=0
pump head=98.585 psi
so pump head required is given by 98.585 psi, so we will set pump pressure to 99 psi to take care of additional fitting losses
so pump head=99 psi

