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Modern Engineering Thermodynamics

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332 CHAPTER 10: Availability Analysis<br />

and the associated availability transport rate for the incremental mass dm is<br />

ðdA/dtÞ mass<br />

flow<br />

= _A mass<br />

flow<br />

= aðdm/dtÞ = a _m = ½u − u 0 + p 0 ðv − v 0 Þ − T 0 ðs − s 0 Þ + V 2 /2g c + gZ/g c Šð _m Þ<br />

Figure 6.1 in Chapter 6 indicates that the amount of incremental “flow work” associated with moving the mass<br />

dm across the system boundary is<br />

and the corresponding flow work rate is<br />

ðdWÞ mass<br />

flow<br />

<br />

dW<br />

mass<br />

dt flow<br />

= pvðdmÞ<br />

<br />

= pv dm <br />

= _mpv<br />

dt<br />

If we assume that the incremental mass dm does not undergo any heat transfer or change in kinetic or potential<br />

energy as it moves through the incremental distance dΡ required to cross the system boundary, then Eq. (10.11)<br />

gives the incremental work mode availability transport as<br />

ðdWÞ mass − p 0 ðdVÞ = ðdWÞ mass − p 0 ðvdmÞ<br />

flow<br />

flow<br />

where dV is the volume of the incremental mass dm. Then,<br />

ðdAÞ mass<br />

flow<br />

and the work mode net availability transport rate is<br />

= a W dm = pvdm − p 0 vdm = vðp − p 0 Þdm<br />

ð _AÞ mass<br />

flow<br />

= a W _m = vðp − p 0 Þ _m<br />

Combining these equations with the nonwork mass flow availability transport gives the total flow availability<br />

transport, a f dm, as<br />

or<br />

or<br />

adm + a W dm = ða + a W Þdm = a f dm<br />

a f = a + a w = u − u 0 + p 0 ðv − v 0 Þ − T 0 ðs − s 0 Þ + pv − pv 0 + V 2<br />

+ gZ<br />

2g c g c<br />

= ðu + pvÞ − ðu 0 + p 0 v 0 Þ − T 0 ðs − s 0 Þ + V2 + gZ<br />

2g c g c<br />

The specific flow availability of a flow stream<br />

a f = h − h 0 − T 0 ðs − s 0 Þ + V2<br />

2g c<br />

+ gZ<br />

g c<br />

(10.20)<br />

where a f is the specific flow availability of the mass crossing the system boundary, and the total flow availability of<br />

the mass crossing the system boundary is<br />

<br />

_A f = _mða f Þ = _m h− h 0 − T 0 ðs − s 0 Þ + V2 + gZ <br />

2g c g c<br />

The concept of flow availability is illustrated in the following example.<br />

EXAMPLE 10.6<br />

Compute the specific flow availability at the exit of a garden hose used to fill a child’s wading pool. The hose is held<br />

horizontally 4.00 ft above the ground and the water exits the hose at 3.00 ft/s at 50.0°F. Take the local environment (ground<br />

state) to be atmospheric temperature and pressure of 70.0°F and 14.7 psia.

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