CHEMICAL ENGINEERING

(Amelia) #1

HEAT TRANSFER 141


Heat load
QD

360 / 3600 ð 4. 18
Tw 280 D 0. 418
Tw 280 kW for water
and: QD

75 / 1000 ð 1. 9
370 To D 0. 143
370 To kW for the oil.

From these two equations,TwD 
406. 5  0. 342 To K

Area

For 19.0 mm o.d. tubes, surface areaD
$ð 0. 019 ð 1. 0 D 0 .0597 m^2 /m and for one
tube, surface areaD
2. 0 ð 0. 0597 D 0 .1194 m^2

Temperature driving force

 1 D 
370 Tw ,  2 D
To 280
and in equation 9.9:mD[
370 Tw 
To 280 ]/[ln
370 Tw /
To 280 ]
D
650 TwTo /ln
370 Tw /
To 280

Substituting forTw:

mD 
243. 5  0. 658 To /ln
0. 342 To 36. 5 /
To 280 K

Overall coefficient

hiD 2 .5kW/m^2 K
diD 19. 0 
2 ð 1. 3 D 16 .4mm

Therefore the inside coefficient, based on the outside diameter is:

hioD 
2. 5 ð 16. 4 / 19. 0 D 2 .16 kW/m^2 K

Neglecting the scale and wall resistances then:

1 /UD 
1 / 2. 16 C 1 / 1. 7 D 1 .052 m^2 K/kW
and: UD 0 .951 kW/m^2 K

Substituting in equation 9.1 gives:


  1. 143
    370 To D

  2. 951 ð 0. 1194

  3. 5  0. 658 To /ln

  4. 342 To 36. 5 /
    To 280


∴ ln 
0. 342 To 36. 5 /
To 280 D 0 .523 andToD324 K

PROBLEM 9.13


Waste gases flowing across the outside of a bank of pipes are being used to warm air
which flows through the pipes. The bank consists of 12 rows of pipes with 20 pipes, each
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