Design of Heat Exchanger LMTD= Omax In Bmin 24 4 = 24 In 11.1622 °C tare = [10+ [20 44.8 + 54.8 tave = 2 tave = 49.8 °C Overall Heat Transfer Coefficient Number of Tubes Average Temperature v is given as: = 0.0010120 convert the water entering the tube into volume V₁ = (WW) v Assume a feedwater velocity of V₁ = 1961.7073 ) 0.0010120 ) 2.4 m/s From tave = 49.8 °C V₁ = 1.985 And velocity= 2.4 m/s Since BWG 18 is used, thickness = 1.65 mm kj d₁ = do 2t Umra is given as = 3.6 m² - °C s d₁ = 25.4 - 2 (1.65 ) d₁ = 22.1 mm Heat Ww Exchanger Mw tave = [10+ [20 Average Temperature Temperature of Heat Exchanger 83 to 5.8 °C tave = 44.8 + 54.8 2 = 49.8 °C Efficiency 21 Use ₁ = 4 °C Mass balance on heat exchanger 82 = 5.6 to 16.7 °C Use 8₂ = 10 °C 20 54.8 °C 1944.8 °C +22=t19 - 8₁ = 44.84 = 40.8 °C 21=22 82 = 44.8- 10 30.8 °C Assume Mass of Cooling Water, m e = 90 % Corresponding Correction Factor W = 1961.71 kg/s computed Use in = 25.4 mm From the Energy-Balance Diagram Output Input €22 hot water out Arsenic-Copper Tubes BWG 18 +21 cold water out €20 hot water out Product t19 cold water out kj U = 3.6 ( 1 ) = 3.6 Ww cw (122 - 21 ) m² s = Mw = mw mcwtz0-19) W (122-121 ) e (2019) (1961.71)(40.8 30.8) 0.90 (54.8 - 44.8) For Cooling Tower mw=2179.67 kg/s Logarithmic Mean Temperature Difference Use Counter Flow to 'max = 20 21 Omax =54.8- 30.8 Omax 24 °C Omin 19t22 @max 44.8 40.8 @max= 4 °C Surface Area Required Ainside = 383.597214 mm² V₁ n = Atube v 11. = 1.9853262 (0.000383597) (2.4) Ainside = 0.000383597 m² V₁ = A v n₁ QHE = Ww Cw (t20 QHE 419) n = 2156.47879 = 2157 tubes = 1961.71 (4.187) (54.8 44.8) Que = 82136.68 В вита 82136.68 2044.0164 m² (3.6) (11.1622 ) Tube Length For BWG 18 0.07982 惟 2044.0164 L₂ = L₂ = 2157) (0.07982 11.8755 m Standard Surface Area per Unit Length Actual Number of Tube and Length of Tubes Use 8 Pass n = 2157 (8) = 17256 tubes L't = 11.8755 + 8 = 1.4844m Outside Diameter of the Shell C P_(pitch) = 150 mm = c + do = 150 + 25.4 = 175.4 mm P 6.905511811 in 166 The number of tubes per square feet of tube sheet = page 67 PGCRG P The number of tubes per square feet of tube sheet Since there are 17256 tubes 24.03876853 tubes ft² Atube sheet Atube tube sheet = 17256 24.03876853 = 717.840433 ft² = 103369.022 in² Dshell Atube sheet = = √131613.2162 in 0.7854 = Dshell D shell = 362.79 9.215 in E

Principles of Heat Transfer (Activate Learning with these NEW titles from Engineering!)
8th Edition
ISBN:9781305387102
Author:Kreith, Frank; Manglik, Raj M.
Publisher:Kreith, Frank; Manglik, Raj M.
Chapter6: Forced Convection Over Exterior Surfaces
Section: Chapter Questions
Problem 6.53P
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what is heat exchanger, what are formulas, and their importance, define the diagram, and give me a script on how to explain the design of heat exchanger, and how did values end up in that number. based on standards . what is dshell

Design of Heat Exchanger
LMTD=
Omax
In
Bmin
24
4
=
24
In
11.1622 °C
tare =
[10+ [20
44.8 + 54.8
tave =
2
tave
=
49.8 °C
Overall Heat Transfer Coefficient
Number of Tubes
Average Temperature
v is given as: = 0.0010120
convert the water entering the tube into volume
V₁ = (WW) v
Assume a feedwater velocity of
V₁ =
1961.7073
)
0.0010120 )
2.4 m/s
From tave = 49.8 °C
V₁ =
1.985
And velocity= 2.4 m/s
Since BWG 18 is used,
thickness
=
1.65
mm
kj
d₁
= do
2t
Umra is given as = 3.6
m²
-
°C s
d₁ = 25.4
-
2 (1.65 )
d₁ = 22.1
mm
Heat
Ww
Exchanger
Mw
tave =
[10+ [20
Average Temperature
Temperature of Heat Exchanger
83 to 5.8 °C
tave =
44.8 + 54.8
2
=
49.8 °C
Efficiency
21
Use ₁ = 4 °C
Mass balance on heat exchanger
82 = 5.6 to 16.7 °C
Use 8₂ =
10 °C
20 54.8 °C
1944.8 °C
+22=t19
-
8₁ =
44.84 = 40.8 °C
21=22
82 =
44.8- 10 30.8 °C
Assume
Mass of Cooling Water, m
e = 90 %
Corresponding Correction Factor
W = 1961.71 kg/s computed
Use
in
=
25.4
mm
From the Energy-Balance Diagram
Output
Input
€22
hot water out
Arsenic-Copper Tubes
BWG 18
+21
cold water out
€20
hot water out
Product
t19
cold water out
kj
U =
3.6
( 1 ) =
3.6
Ww cw (122 - 21 )
m²
s
=
Mw
=
mw
mcwtz0-19)
W (122-121 )
e (2019)
(1961.71)(40.8 30.8)
0.90 (54.8
-
44.8)
For Cooling Tower
mw=2179.67 kg/s
Logarithmic Mean Temperature Difference
Use Counter Flow
to
'max = 20 21
Omax
=54.8- 30.8
Omax
24 °C
Omin 19t22
@max
44.8 40.8
@max= 4 °C
Surface Area Required
Ainside = 383.597214 mm²
V₁
n =
Atube v
11. =
1.9853262
(0.000383597) (2.4)
Ainside =
0.000383597 m²
V₁ = A v n₁
QHE = Ww Cw (t20
QHE
419)
n = 2156.47879
=
2157 tubes
= 1961.71 (4.187) (54.8
44.8)
Que =
82136.68
В вита
82136.68
2044.0164 m²
(3.6) (11.1622 )
Tube Length
For BWG
18
0.07982
惟
2044.0164
L₂ =
L₂ =
2157) (0.07982
11.8755
m
Standard Surface Area per Unit Length
Actual Number of Tube and Length of Tubes
Use
8
Pass
Transcribed Image Text:Design of Heat Exchanger LMTD= Omax In Bmin 24 4 = 24 In 11.1622 °C tare = [10+ [20 44.8 + 54.8 tave = 2 tave = 49.8 °C Overall Heat Transfer Coefficient Number of Tubes Average Temperature v is given as: = 0.0010120 convert the water entering the tube into volume V₁ = (WW) v Assume a feedwater velocity of V₁ = 1961.7073 ) 0.0010120 ) 2.4 m/s From tave = 49.8 °C V₁ = 1.985 And velocity= 2.4 m/s Since BWG 18 is used, thickness = 1.65 mm kj d₁ = do 2t Umra is given as = 3.6 m² - °C s d₁ = 25.4 - 2 (1.65 ) d₁ = 22.1 mm Heat Ww Exchanger Mw tave = [10+ [20 Average Temperature Temperature of Heat Exchanger 83 to 5.8 °C tave = 44.8 + 54.8 2 = 49.8 °C Efficiency 21 Use ₁ = 4 °C Mass balance on heat exchanger 82 = 5.6 to 16.7 °C Use 8₂ = 10 °C 20 54.8 °C 1944.8 °C +22=t19 - 8₁ = 44.84 = 40.8 °C 21=22 82 = 44.8- 10 30.8 °C Assume Mass of Cooling Water, m e = 90 % Corresponding Correction Factor W = 1961.71 kg/s computed Use in = 25.4 mm From the Energy-Balance Diagram Output Input €22 hot water out Arsenic-Copper Tubes BWG 18 +21 cold water out €20 hot water out Product t19 cold water out kj U = 3.6 ( 1 ) = 3.6 Ww cw (122 - 21 ) m² s = Mw = mw mcwtz0-19) W (122-121 ) e (2019) (1961.71)(40.8 30.8) 0.90 (54.8 - 44.8) For Cooling Tower mw=2179.67 kg/s Logarithmic Mean Temperature Difference Use Counter Flow to 'max = 20 21 Omax =54.8- 30.8 Omax 24 °C Omin 19t22 @max 44.8 40.8 @max= 4 °C Surface Area Required Ainside = 383.597214 mm² V₁ n = Atube v 11. = 1.9853262 (0.000383597) (2.4) Ainside = 0.000383597 m² V₁ = A v n₁ QHE = Ww Cw (t20 QHE 419) n = 2156.47879 = 2157 tubes = 1961.71 (4.187) (54.8 44.8) Que = 82136.68 В вита 82136.68 2044.0164 m² (3.6) (11.1622 ) Tube Length For BWG 18 0.07982 惟 2044.0164 L₂ = L₂ = 2157) (0.07982 11.8755 m Standard Surface Area per Unit Length Actual Number of Tube and Length of Tubes Use 8 Pass
n =
2157 (8)
=
17256 tubes
L't
= 11.8755 + 8 =
1.4844m
Outside Diameter of the Shell
C
P_(pitch)
=
150 mm
=
c + do =
150 +
25.4 = 175.4
mm
P
6.905511811 in
166
The number of tubes per square feet of tube sheet
=
page 67
PGCRG
P
The number of tubes per square feet of tube sheet
Since there are
17256 tubes
24.03876853
tubes
ft²
Atube sheet
Atube
tube sheet
=
17256
24.03876853
=
717.840433
ft²
=
103369.022 in²
Dshell
Atube sheet
=
= √131613.2162
in
0.7854
=
Dshell
D shell =
362.79
9.215
in
E
Transcribed Image Text:n = 2157 (8) = 17256 tubes L't = 11.8755 + 8 = 1.4844m Outside Diameter of the Shell C P_(pitch) = 150 mm = c + do = 150 + 25.4 = 175.4 mm P 6.905511811 in 166 The number of tubes per square feet of tube sheet = page 67 PGCRG P The number of tubes per square feet of tube sheet Since there are 17256 tubes 24.03876853 tubes ft² Atube sheet Atube tube sheet = 17256 24.03876853 = 717.840433 ft² = 103369.022 in² Dshell Atube sheet = = √131613.2162 in 0.7854 = Dshell D shell = 362.79 9.215 in E
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