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Example 6 . 3 . Air at 1 . 7 atm gauge and 1 5 C enters a horizontal 7 5 - m m steel

Example 6.3. Air at 1.7atm gauge and 15C enters a horizontal 75-mm steel pipe
that is 70m long. The velocity at the entrance of the pipe is 60ms. Assuming
isothermal flow, what is the pressure at the discharge end of the line?
Solution
Use Eq.(6.52). The quantities needed are
D=0.075m,rI=0.0754=0.01875m
=0.0174cP( Appendix 8)=1.7410-5kgm-s
E=2922.42.71273288=3.31kgm3
Then
G=grad=603.31=198.6kgm2=s
NRe=0.075198.61.7410-5=8.56105
kd=0.000150.30480.075=0.00061
f=0.0044(Fig.5.9)
Let pa+p22?b=ar(p), so
(pa-pb)2=(pa-pb)(pa+pb)=2p(pa-pb)
From Eq.(6.52), omitting gc
pa-pb=RTG2(?bar(p))M(fL2rB+ln(papb))
where pa=2.7atm
M=29
L=70m
R=82.05610-3m3atmkg mol-K(Appendix2)
T=15+273=288K
By trial, ?bar(p) is found to be 1.982atm and pb=1.264atm.
Check: Since 1atm=101,325Nm2=101,325kgm-s2[Eqs.(1.14) and (1.15)].
pb=2.7-82.05610-3288198.621.98229101,325(0.00447020.01875+ln(2.71.264))
=1.264atm absor0.264atm gauge
The average pressure is
tilde(p)=27+1.2642=1.992atm
in this example from mcabe smith book how did we find p bar and pb
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