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214 Chapter 5 ■ Finite Control Volume Analysis<br />

SOLUTION<br />

To determine the magnitude and direction of the force, F, exerted<br />

by the water on the vane, we apply Eq. 5.29 to the contents of the<br />

moving control volume shown in Fig. E5.17b. The forces acting<br />

on the contents of this control volume are indicated in<br />

Fig. E5.17c. Note that since the ambient pressure is atmospheric,<br />

all pressure forces cancel each other out. Equation 5.29 is applied<br />

to the contents of the moving control volume in component<br />

directions. For the x direction 1positive to the right2, we get<br />

or<br />

where<br />

or<br />

cs<br />

W x r W nˆ dA R x<br />

1W 1 21m # 12 1W 2 cos 45°21m # 22 R x<br />

m # 1 r 1 W 1 A 1 and m # 2 r 2 W 2 A 2 .<br />

For the vertical or z direction 1positive up2 we get<br />

cs<br />

W z rW nˆ dA R z w w<br />

1W 2 sin 45°21m # 22 R z w w<br />

We assume for simplicity that the water flow is frictionless and that<br />

the change in water elevation across the vane is negligible. Thus,<br />

from the Bernoulli equation 1Eq. 3.72 we conclude that the speed of<br />

the water relative to the moving control volume, W, is constant or<br />

W 1 W 2<br />

The relative speed of the stream of water entering the control volume,<br />

W 1 , is<br />

W 1 V 1 V 0 100 fts 20 fts 80 fts W 2<br />

The water density is constant so that<br />

r 1 r 2 1.94 slugsft 3<br />

Application of the conservation of mass principle to the contents<br />

of the moving control volume 1Eq. 5.162 leads to<br />

m # 1 r 1 W 1 A 1 r 2 W 2 A 2 m # 2<br />

(1)<br />

(2)<br />

Combining results we get<br />

or<br />

Also,<br />

where<br />

Thus,<br />

R x 11.94 slugsft 3 2180 fts2 2 10.006 ft 2 211 cos 45°2<br />

21.8 lb<br />

R x rW 2 1 A 1 11 cos 45°2<br />

R z rW 1 2 1sin 45°2A 1 w w<br />

w w rgA 1 /<br />

R z 11.94 slugsft 3 2180 fts2 2 1sin 45°210.006 ft 2 2<br />

162.4 lbft 3 210.006 ft 2 211 ft2<br />

52.6 lb 0.37 lb 53 lb<br />

Combining the components we get<br />

R 2R x 2 R z 2 3121.8 lb2 2 153 lb2 2 4 1 2 57.3 lb<br />

The angle of R from the x direction, a, is<br />

a tan 1 R z<br />

R x<br />

tan 1 153 lb21.8 lb2 67.6°<br />

The force of the water on the vane is equal in magnitude but opposite<br />

in direction from R; thus it points to the right and down at<br />

an angle of 67.6° from the x direction and is equal in magnitude<br />

to 57.3 lb.<br />

(Ans)<br />

COMMENT The force of the <strong>fluid</strong> on the vane in the x-<br />

direction, R x 21.8 lb, is associated with x-direction motion of the<br />

vane at a constant speed of 20 fts. Since the vane is not accelerating,<br />

this x-direction force is opposed mainly by a wheel friction<br />

force of the same magnitude. From basic physics we recall that the<br />

power this situation involves is the product of force and speed. Thus,<br />

p R x V 0<br />

<br />

121.8 lb2120 ft s2<br />

5501ft lb21hp s2<br />

0.79 hp<br />

All of this power is consumed by friction.<br />

It is clear from the preceding examples that a flowing <strong>fluid</strong> can be forced to<br />

1. change direction<br />

2. speed up or slow down<br />

3. have a velocity profile change<br />

4. do only some or all of the above<br />

5. do none of the above<br />

A net force on the <strong>fluid</strong> is required for achieving any or all of the first four above. The forces<br />

on a flowing <strong>fluid</strong> balance out with no net force for the fifth.<br />

Typical forces considered in this book include<br />

(a) pressure<br />

(b) friction<br />

(c) weight

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