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8.4 Dimensional Analysis of Pipe Flow 425<br />

TABLE E8.6<br />

250<br />

Location Area ( ft 2 ) Velocity ( fts)<br />

wind tunnel diffuser is interrupted by the four turning corners and<br />

the fan, it may not be possible to obtain a smaller value of K Ldif for<br />

this situation. Thus,<br />

COMMENTS By repeating the calculations with various test<br />

h Ldif K V 2 6<br />

Ldif<br />

2g 0.6 V 2 section velocities, V<br />

6<br />

5 , the results shown in Fig. E8.6c are obtained.<br />

Since the head loss varies as V<br />

2<br />

2g<br />

5 and the power varies as<br />

head loss times V 5 , it follows that the power varies as the cube of<br />

The loss coefficients for the conical nozzle between section 142<br />

and 152 and the flow-straightening screens are assumed to be<br />

K Lnoz 0.2 and K Lscr 4.0 1Ref. 132, respectively. We neglect the<br />

head loss in the relatively short test section.<br />

Thus, the total head loss is<br />

or<br />

h L19 30.21V 2 7 V 2 8 V 2 2 V 2 32<br />

or<br />

Hence, from Eq. 1 we obtain the pressure rise across the fan as<br />

From Eq. 2 we obtain the power added to the <strong>fluid</strong> as<br />

or<br />

1 22.0 36.4<br />

2 28.0 28.6<br />

3 35.0 22.9<br />

4 35.0 22.9<br />

5 4.0 200.0<br />

6 4.0 200.0<br />

7 10.0 80.0<br />

8 18.0 44.4<br />

9 22.0 36.4<br />

h L19 h Lcorner7 h Lcorner8 h Lcorner2 h Lcorner3<br />

h Ldif h Lnoz h Lscr<br />

0.6V 2 6 0.2V 2 5 4.0V 2 442g<br />

30.2180.0 2 44.4 2 28.6 2 22.9 2 2 0.612002 2<br />

0.212002 2 4.0122.92 2 4 ft 2 s 2 32132.2 fts 2 24<br />

p 1 p 9 gh L19 10.0765 lbft 3 21560 ft2<br />

p a 10.0765 lbft 3 214.0 ft 2 21200 fts21560 ft2<br />

34,300 ft # lbs<br />

p a <br />

h L19 560 ft<br />

42.8 lbft 2 0.298 psi<br />

34,300 ft # lbs<br />

550 1ft #<br />

62.3 hp<br />

lbs2hp<br />

(Ans)<br />

(Ans)<br />

a , hp<br />

200<br />

150<br />

100<br />

50<br />

the velocity. Thus, doubling the wind tunnel speed requires an<br />

eightfold increase in power.<br />

With a closed-return wind tunnel of this type, all of the<br />

power required to maintain the flow is dissipated through viscous<br />

effects, with the energy remaining within the closed tunnel.<br />

If heat transfer across the tunnel walls is negligible, the air<br />

temperature within the tunnel will increase in time. For steadystate<br />

operations of such tunnels, it is often necessary to provide<br />

some means of cooling to maintain the temperature at acceptable<br />

levels.<br />

It should be noted that the actual size of the motor that powers<br />

the fan must be greater than the calculated 62.3 hp because the fan<br />

is not 100% efficient. The power calculated above is that needed<br />

by the <strong>fluid</strong> to overcome losses in the tunnel, excluding those in<br />

the fan. If the fan were 60% efficient, it would require a shaft<br />

h L<br />

(200 ft/s, 62.3 hp)<br />

0<br />

0 50 100 150<br />

V 5 , ft/s<br />

F I G U R E E8.6c<br />

200 250 300<br />

power of p 62.3 hp10.602 104 hp to run the fan. Determination<br />

of fan 1or pump2 efficiencies can be a complex problem that<br />

depends on the specific geometry of the fan. Introductory material<br />

about fan performance is presented in Chapter 12; additional<br />

material can be found in various references 1Refs. 14, 15, 16, for<br />

example2.<br />

It should also be noted that the above results are only<br />

approximate. Clever, careful design of the various components<br />

1corners, diffuser, etc.2 may lead to improved 1i.e., lower2<br />

values of the various loss coefficients, and hence lower power requirements.<br />

Since is proportional to V 2 , the components with<br />

the larger V tend to have the larger head loss. Thus, even though<br />

K L 0.2 for each of the four corners, the head loss for corner 172<br />

is 1V 7V 3 2 2 18022.92 2 12.2 times greater than it is for corner<br />

132.<br />

8.4.3 Noncircular Conduits<br />

Many of the conduits that are used for conveying <strong>fluid</strong>s are not circular in cross section. Although the<br />

details of the flows in such conduits depend on the exact cross-sectional shape, many round pipe results<br />

can be carried over, with slight modification, to flow in conduits of other shapes.<br />

Theoretical results can be obtained for fully developed laminar flow in noncircular<br />

ducts, although the detailed mathematics often becomes rather cumbersome. For an arbitrary

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