160 1.990 E – 3 6.404 E – 2 4.22 E – 7 2.12 E – 4 1.399 1220
180 1.928 E – 3 6.204 E – 2 4.34 E – 7 2.25 E – 4 1.399 1239
200 1.870 E – 3 6.016 E – 2 4.49 E – 7 2.40 E – 4 1.398 1258
aBased on data from R. D. Blevins, Applied Fluid Dynamics Handbook, Van Nostrand Reinhold Co., Inc.,
New York, 1984.
bTo obtain EE units (lbm/ft3) multiply by 32.174.
cDensity and specific weight are related through the equation
γ
=
ρ
g. For this table g = 32.174 ft/s2.
Also, from the table above,
µ
−⋅
=×
7
2
lb s
4.49 10 ft so that
From Section 8.6.1,
5
6.88 6.88
1.0054 1.0054 0.99
Re 2.74 10
V
d
=−=− =
×
From Eq. (1):
2
312
34
3
2( )
ft 2
.11 (0.99) ft slug
s412
7.63 10 (1 0.5 )
ft
pp
π
−
−
=
×−
or