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Modern Engineering Thermodynamics

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186 CHAPTER 6: First Law Open System Applications<br />

EXAMPLE 6.4 (Continued )<br />

Solution<br />

First, draw a sketch of the system (Figure 6.10).<br />

Steam<br />

3<br />

From<br />

river<br />

1 2<br />

1<br />

To river<br />

Liquid<br />

4<br />

Assumptions:<br />

1. Q = 0<br />

2. W = 0<br />

3. Water vapor m = 12.0 kg/min<br />

4. p 4 = p 3<br />

5. Neglect all changes in<br />

flow stream ke and pe terms<br />

6. Steady state, steady flow<br />

FIGURE 6.10<br />

Example 6.4.<br />

The system is open, and the unknown is the river water mass flow rate _m w : We treat this as a steady state, steady flow, double-inlet,<br />

double-outlet open system problem. Since no information is given about heat loss or gain from the environmental<br />

surface of the condenser we assume that it is insulated and therefore adiabatic. Also, since no pressure loss information is<br />

given for the river cooling water flow stream, we assume that it is negligible.<br />

This particular case is not covered by any of the equations developed in the previous discussion of heat exchangers. It is a<br />

combination of a pure substance (water vapor) and an incompressible fluid (river water). However, its ERB can be quickly<br />

arrived at by beginning with the general ERB for heat exchangers, Eq. (6.27), and adding the auxiliary formulae for the specific<br />

enthalpy change of an incompressible fluid, given in Eq. (6.19). This gives<br />

_Q ↘0<br />

+ _m s ðh 1 − h 2 Þ = _m w ðh 4 − h 3 Þ<br />

Then, solving for the river water mass flow rate _m w , we get<br />

= _m w ½c w ðT 4 − T 3 Þ + v w ðp 4 − p 3 ⎵ ÞŠ<br />

j<br />

0<br />

_m w = _m s fðh 1 − h 2 Þ/ ½c w ðT 4 − T 3 ÞŠg<br />

This equation tells us what properties we need to calculate the unknown. The station data are in Table 6.4.<br />

Table C.3b gives us h 1 = 3478.4 kJ/kg, and Table C.2b gives us h 2 = h f (1.0 MPa) = 762.8 kJ/kg. Both these values have been<br />

added to the station data list in Table 6.4. Also, Table 3.5 in Chapter 3 gives the specific heat of liquid water as c = 4.2 kJ/(kg · K).<br />

The condensate flow rate is given in the problem statement to be _m s = 12.0 kg/min, so that the required river water flow rate is<br />

_m w = ð12:0kg/minÞ½ð3478:4 − 762:8Þ kJ/kgŠ/f½4:2 kJ/ðkg.KÞŠð20 − 15 KÞg<br />

= 1552 kg/min<br />

Table 6.4 Data for Example 6.4<br />

Station 1 Station 2 Station 3 Station 4<br />

p 1 = 1.0 MPa x 2 = 0.0 (sat. liq.) T 3 =15°C T 4 =20°C<br />

T 1 = 500°C<br />

p 2 = 1.0 MPa<br />

h 1 = 3478.4 kJ/kg<br />

h 2 = 762.8 kJ/kg<br />

Exercises<br />

9. What cooling water flow rate would be required from the river in Example 6.4 if the steam flow rate is 500. kg/s instead<br />

of 12.0 kg/min and everything else remained the same? Answer: _m w = 3.88 × 10 6 kg/min.<br />

10. Suppose air instead of river water is used to cool the steam in Example 6.4. Determine the mass flow rate of air required<br />

if the air has an inlet temperature of 20.0°C and an exit temperature of 30.0°C. Answer: _m air = 3250 kg/min.<br />

11. If the pumps that supply the river cooling water in Example 6.4 could deliver only 1000. kg/min, what would be the<br />

new temperature of the cooling water as it exits the heat exchanger? Answer: (T w ) exit = 22.8°C.

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