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

^<br />

n<br />

^<br />

n<br />

V<br />

V<br />

^<br />

Vr Vn > 0<br />

Control<br />

volume<br />

y<br />

x<br />

^<br />

Vr Vn < 0<br />

^<br />

n<br />

^<br />

n<br />

V5.7 Running on<br />

water<br />

A control volume<br />

diagram is similar<br />

to a free-body<br />

diagram.<br />

V<br />

V<br />

Several important generalities about the application of the linear momentum equation 1Eq.<br />

5.222 are apparent in the example just considered.<br />

1. When the flow is uniformly distributed over a section of the control surface where flow into<br />

or out of the control volume occurs, the integral operations are simplified. Thus, onedimensional<br />

flows are easier to work with than flows involving nonuniform velocity distributions.<br />

2. Linear momentum is directional; it can have components in as many as three orthogonal<br />

coordinate directions. Furthermore, along any one coordinate, the linear momentum of a<br />

<strong>fluid</strong> particle can be in the positive or negative direction and thus be considered as a positive<br />

or a negative quantity. In Example 5.11, only the linear momentum in the z direction<br />

was considered 1all of it was in the negative z direction and was hence treated as being<br />

negative2.<br />

3. The flow of positive or negative linear momentum into a control volume involves a negative<br />

V nˆ product. Momentum flow out of the control volume involves a positive V nˆ<br />

product. The correct algebraic sign 1 or 2 to assign to momentum flow 1VrV nˆ dA2<br />

will depend on the sense of the velocity 1<br />

in positive coordinate direction, in negative<br />

coordinate direction2 and the V nˆ product 1<br />

for flow out of the control volume, for<br />

flow into the control volume2. This is shown in the figure in the margin. In Example 5.11,<br />

the momentum flow into the control volume past section 112 was a positive 12 quantity<br />

while the momentum flow out of the control volume at section 122 was a negative 12quantity.<br />

4. The time rate of change of the linear momentum of the contents of a nondeforming control<br />

volume 1i.e., 00t cv<br />

Vr dV2 is zero for steady flow. The momentum problems considered in<br />

this text all involve steady flow.<br />

5. If the control surface is selected so that it is perpendicular to the flow where <strong>fluid</strong> enters or<br />

leaves the control volume, the surface force exerted at these locations by <strong>fluid</strong> outside the<br />

control volume on <strong>fluid</strong> inside will be due to pressure. Furthermore, when subsonic flow exits<br />

from a control volume into the atmosphere, atmospheric pressure prevails at the exit cross<br />

section. In Example 5.11, the flow was subsonic and so we set the exit flow pressure at the<br />

atmospheric level. The continuity equation 1Eq. 5.122 allowed us to evaluate the <strong>fluid</strong> flow<br />

velocities w 1 and w 2 at sections 112 and 122.<br />

6. The forces due to atmospheric pressure acting on the control surface may need consideration<br />

as indicated by Eq. 13 in Example 5.11 for the reaction force between the nozzle and the <strong>fluid</strong>.<br />

When calculating the anchoring force, F A , the forces due to atmospheric pressure on the control<br />

surface cancel each other 1for example, after combining Eqs. 12 and 13 the atmospheric<br />

pressure forces are no longer involved2 and gage pressures may be used.<br />

7. The external forces have an algebraic sign, positive if the force is in the assigned positive<br />

coordinate direction and negative otherwise.<br />

8. Only external forces acting on the contents of the control volume are considered in the linear<br />

momentum equation 1Eq. 5.222. If the <strong>fluid</strong> alone is included in a control volume, reaction<br />

forces between the <strong>fluid</strong> and the surface or surfaces in contact with the <strong>fluid</strong> [wetted<br />

surface1s2] will need to be in Eq. 5.22. If the <strong>fluid</strong> and the wetted surface or surfaces are<br />

within the control volume, the reaction forces between <strong>fluid</strong> and wetted surface1s2 do not appear<br />

in the linear momentum equation 1Eq. 5.222 because they are internal, not external forces.<br />

The anchoring force that holds the wetted surface1s2 in place is an external force, however,<br />

and must therefore be in Eq. 5.22.<br />

9. The force required to anchor an object will generally exist in response to surface pressure<br />

andor shear forces acting on the control surface, to a change in linear momentum flow<br />

through the control volume containing the object, and to the weight of the object and the<br />

<strong>fluid</strong> contained in the control volume. In Example 5.11 the nozzle anchoring force was required<br />

mainly because of pressure forces and partly because of a change in linear momentum<br />

flow associated with accelerating the <strong>fluid</strong> in the nozzle. The weight of the water and<br />

the nozzle contained in the control volume influenced the size of the anchoring force only<br />

slightly.

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