4 The heat transfer coefficient is constant and uniform over the entire surface.. 4 The heat transfer coefficient is constant and uniform over the entire surface.. 2 The heat transfer c
Trang 1Review Problems
4-110 Two large steel plates are stuck together because of the freezing of the water between the two plates
Hot air is blown over the exposed surface of the plate on the top to melt the ice The length of time the hot air should be blown is to be determined
Assumptions 1 Heat conduction in the plates is one-dimensional since the plate is large relative to its
thickness and there is thermal symmetry about the center plane 3 The thermal properties of the steel plates are constant 4 The heat transfer coefficient is constant and uniform over the entire surface 5 The Fourier
number is τ > 0.2 so that the one-term approximate solutions (or the transient temperature charts) are applicable (this assumption will be verified)
Properties The thermal properties of steel plates are given to be k = 43 W/m.°C and α = 1.17×10-5 m2/s
Analysis The characteristic length of the plates and the Biot number are
1.0019.0)
C W/m
43(
)m02.0)(
C W/m40(
m02.0
L
c s c
h c
s
)t s 000544 0 (
1 - 3
6 2
1 -
5015
500)
(
s000544.0m)(0.02)C.J/m10675.3(
C W/m40ρ
ρ V
/sm1017.1
C W/m
.05015
500
6.52019.0
11
2 0
m)02.0)(
15(
2 5
2 2
α
τr o
t
The difference is due to the reading error of the chart
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 24-111 A curing kiln is heated by injecting steam into it and raising its inner surface temperature to a
specified value It is to be determined whether the temperature at the outer surfaces of the kiln changes during the curing period
Assumptions 1 The temperature in the wall is affected by the thermal conditions at inner surfaces only and
the convection heat transfer coefficient inside is very large Therefore, the wall can be considered to be a semi-infinite medium with a specified surface temperature of 45°C 2 The thermal properties of the
concrete wall are constant
Properties The thermal properties of the concrete wall are given to be k = 0.9 W/m.°C and α = 0.23×10-5
m2/s
Analysis We determine the temperature at a depth of x =
0.3 m in 2.5 h using the analytical solution,
6°C 42°C
30 cm Kiln wall
T
T t
x
T
i s
i
α2
)s/h3600h5.2)(
/sm1023.0(2
m3.06
4-112 The water pipes are buried in the ground to prevent freezing The minimum burial depth at a
particular location is to be determined
Assumptions 1 The temperature in the soil is affected by the thermal conditions at one surface only, and
thus the soil can be considered to be a semi-infinite medium with a specified surface temperature of -10°C
2 The thermal properties of the soil are constant
Properties The thermal properties of the soil are given
Analysis The depth at which the temperature drops
to 0°C in 75 days is determined using the analytical
T
T t
x
T
i s
i
α2
)s/h3600h/day24day75)(
/sm104.1(215
10
15
0
2 5
Therefore, the pipes must be buried at a depth of at least 7.05 m
Trang 34-113 A hot dog is to be cooked by dropping it into boiling water The time of cooking is to be determined
Assumptions 1 Heat conduction in the hot dog is two-dimensional, and thus the temperature varies in both
the axial x- and the radial r- directions 2 The thermal properties of the hot dog are constant 4 The heat
transfer coefficient is constant and uniform over the entire surface 5 The Fourier number is τ > 0.2 so that
the one-term approximate solutions (or the transient temperature charts) are applicable (this assumption will be verified)
Properties The thermal properties of the hot dog are given to be k = 0.76 W/m.°C, ρ = 980 kg/m3, cp = 3.9
kJ/kg.°C, and α = 2×10-7 m2/s
Analysis This hot dog can physically be formed by the intersection of an infinite plane wall of thickness
2L = 12 cm, and a long cylinder of radius r o = D/2 = 1 cm The Biot numbers and corresponding constants
are first determined to be
37.47)
C W/m
76.0(
)m06.0)(
C W/m600
C W/m
76.0(
)m01.0)(
C W/m600
α
τ=
2105.0)
01.0(
)102()1249.2(exp)5514.1
(
)06.0(
)102()5380.1(exp)2726
2
7 2
1 1
2 2
e A e
A t
01.0(
s)/s)(244m
102(
2
2 7
o cyl
r
t
α
τ
and thus the assumption τ > 0.2 for the applicability of the one-term approximate solution is verified
Discussion This problem could also be solved by treating the hot dog as an infinite cylinder since heat
transfer through the end surfaces will have little effect on the mid section temperature because of the large distance
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 44-114 A long roll of large 1-Mn manganese steel plate is to be quenched in an oil bath at a specified rate
The temperature of the sheet metal after quenching and the rate at which heat needs to be removed from the oil in order to keep its temperature constant are to be determined
Assumptions 1 The thermal properties of the steel plate are constant 2 The heat transfer coefficient is
constant and uniform over the entire surface 3 The Biot number is Bi < 0.1 so that the lumped system
analysis is applicable (this assumption will be checked)
Properties The properties of the steel plate are k = 60.5 W/m.°C, ρ = 7854 kg/m3, and cp = 434 J/kg.°C
(Table A-3)
Analysis The characteristic length of the steel
plate and the Biot number are
1.0036.0C
W/m
5.60
)m0025.0)(
C W/m860(
m0025.0
Since Bi<0.1, the lumped system analysis is applicable Therefore,
s36min6.0m/min15
m9velocity
lengthtime
s10092.0m)C)(0.0025J/kg
434)(
kg/m(7854
C W/m
s
L c
h c
hA b
ρ
ρ V
Then the temperature of the sheet metal when it leaves the oil bath is determined to be
C 65.5°
45)()
t T e
t T e
kg/m7854
=J/min 10048.1C)455.65)(
CJ/kg
434)(
kg/min1178(])(
=m c T t T∞
Q& & p
Trang 54-115E A stuffed turkey is cooked in an oven The average heat transfer coefficient at the surface of the
turkey, the temperature of the skin of the turkey in the oven and the total amount of heat transferred to the turkey in the oven are to be determined
Assumptions 1 The turkey is a homogeneous spherical object 2 Heat conduction in the turkey is
one-dimensional because of symmetry about the midpoint 3 The thermal properties of the turkey are constant
4 The heat transfer coefficient is constant and uniform over the entire surface 5 The Fourier number is τ > 0.2 so that the one-term approximate solutions are applicable (this assumption will be verified)
Properties The properties of the turkey are given to be k = 0.26 Btu/h.ft.°F, ρ = 75 lbm/ft3, cp = 0.98
ft3545.04
)ft1867.0(34
33
4
ft1867.0lbm/ft75
lbm14
3
3 3
3
3 3
π
ρρ
VV
VV
o
r
m m
ft)3545.0(
h)/h)(5ft105.3(
2
2 3
o r
t
ατ
which is close to 0.2 but a little below it Therefore, assuming the one-term approximate solution for transient heat conduction to be applicable, the one-term solution formulation at one-third the radius from the center of the turkey can be expressed as
1
1 )
14 0 ( 1
1
1 1
333.0
)333.0sin(
491.0325
),()
,
(
2 2
λλλ
λθ
λ
τ λ
r r
r r e
A T
T
T t x T t
x
o
o i
sph
By trial and error, it is determined from Table 4-2 that the equation above is satisfied when Bi = 20
corresponding to λ1=2.9857 and A1 =1.9781 Then the heat transfer coefficient can be determined from
)ft3545.0(
)20)(
FBtu/h.ft
26.0(
o
o
r
kBi h k
02953.09857.2
)9857.2sin(
)9781.1(/
)/sin(
32540
325)
,
1
1 1
2 2
t r T
e r
r
r r e
A t
r
T
o
o o
o o o
λ
λ
τ λ
(c) The maximum possible heat transfer is
Btu3910
=F)40325)(
FBtu/lbm
98.0)(
lbm14()(
Q
Then the actual amount of heat transfer becomes
Btu 3240
828.0(828
.0
828.0)
9857.2(
)9857.2cos(
)9857.2()9857.2sin(
)491.0(31)cos(
)sin(
31
max
3 3
1
1 1 1 ,
max
Q Q
Q
Q
sph o
λ
λλλθ
Discussion The temperature of the outer parts of the turkey will be greater than that of the inner parts when
the turkey is taken out of the oven Then heat will continue to be transferred from the outer parts of the turkey to the inner as a result of temperature difference Therefore, after 5 minutes, the thermometer reading will probably be more than 185°F
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 64-116 The trunks of some dry oak trees are exposed to hot gases The time for the ignition of the trunks is
to be determined
Assumptions 1 Heat conduction in the trunks is one-dimensional since it is long and it has thermal
symmetry about the center line 2 The thermal properties of the trunks are constant 3 The heat transfer coefficient is constant and uniform over the entire surface 4 The Fourier number is τ > 0.2 so that the one-
term approximate solutions (or the transient temperature charts) are applicable (this assumption will be verified)
Properties The properties of the trunks are given to be k = 0.17 W/m.°C and α = 1.28×10-7 m2/s
Analysis We treat the trunks of the trees as an infinite
cylinder since heat transfer is primarily in the radial
direction Then the Biot number becomes
D = 0.2 m
Tree
Ti = 30°C Hot
gases
T∞ = 520°C
)C W/m
17.0(
)m1.0)(
C W/m65
The constants λ1andA1corresponding to this Biot
number are, from Table 4-2,
5989.1 and 3420
1.0(
s/h)6003h/s)(4m1028.1(
2
2 7
>
),(01935
.0)0332.0()
5989.1(52030
520)
,
(
)/()
,(),(
) 184 0 ( ) 3420 2 (
1 0 1
2 2
t r T e
t
r
T
r r J e A T
T
T t r T t r
o o
o i
o cyl
Therefore, the trees will ignite (Note:J0 is read from Table 4-3)
4-117 A spherical watermelon that is cut into two equal parts is put into a freezer The time it will take for
the center of the exposed cut surface to cool from 25 to 3°C is to be determined
Assumptions 1 The temperature of the exposed surfaces of the watermelon is affected by the convection
heat transfer at those surfaces only Therefore, the watermelon can be considered to be a semi-infinite
medium 2 The thermal properties of the watermelon are constant
Properties The thermal properties of the water is closely approximated by those of water at room
temperature, k = 0.607 W/m.°C and α = k/ρc p = 0.146×10-6 m2/s (Table A-9)
Analysis We use the transient chart in Fig 4-29 in this
case for convenience (instead of the analytic solution),
10
2
595.0)12(25
)12(31)
x
T T
T t x
T
αξ
C) W/m
607.0()
1(
2 6 - 2
2
2 2
2 2
α
h
k t
Freezer
T∞ = -12°C
Watermelon
Ti = 25°C
Trang 74-118 A cylindrical rod is dropped into boiling water The thermal diffusivity and the thermal conductivity
of the rod are to be determined
Assumptions 1 Heat conduction in the rod is one-dimensional since the rod is sufficiently long, and thus temperature varies in the radial direction only 2 The thermal properties of the rod are constant
Properties The thermal properties of the rod available are given to be ρ = 3700 kg/m3 and Cp = 920
J/kg.°C
Analysis From Fig 4-16b we have
25.01
1
28.010075
10093
o o
hr
k Bi r
r r
.010025
10075
25.01
0.756
/s m 10
)(920kg/m/s)(3700m
1022.2(
s/min60min3
m)01.0)(
40.0(40
0
3 2
7
2 2
p p
o
c k c
k
t r
αρα
α
α
4-119 The time it will take for the diameter of a raindrop to reduce to a certain value as it falls through
ambient air is to be determined
Assumptions 1 The water temperature remains constant 2 The thermal properties of the water are constant
Properties The density and heat of vaporization of the water are ρ = 1000 kg/m3 and hfg = 2490 kJ/kg
(Table A-9)
Analysis The initial and final masses of the raindrop are
kg0000141
0m)0015.0(3
4)kg/m1000(34
kg0000654
0m)0025.0(3
4)kg/m1000(34
3 3
3
3 3
ρρ
ππ
ρ
ρ
f f
f
i i
i
r m
r m
00000654
=C)518(m10341.5(C) W/m400()(
m10341.52
m)(0.0015+m)0025.0[(
42
)(
4
2 5 2
2 5 2
2 2
Q
r r A
i s
f i s
&
ππ
Then the time required for the raindrop to experience this reduction in size becomes
min 7.7
=
=
=
=Δ
⎯→
⎯Δ
J/s0.2777
J8.127
Q
Q t t
Q
Q
&
&
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 84-120E A plate, a long cylinder, and a sphere are exposed to cool air The center temperature of each
Properties The properties of bronze are given to be k = 15 Btu/h.ft.°F and α = 0.333 ft2/h
Analysis After 5 minutes
Plate: First the Biot number is calculated to be
2r o
)FBtu/h.ft
15(
)ft12/5.0)(
F.Btu/h.ft7
min/h)min/60/h)(5ft333
98 15 ( 1387 0 ( 0
1 0
75400
2
T e
T e
A T T
T T
98 15 ( 1962 0 ( 0
1 ,
75400
2
T e
T e
A T T
T T i
98 15 ( 2405 0 ( 0
1 ,
75400
2
T e
T e
A T T
T T
12/5.0(
min/h)min/60/h)(10ft333.0(
97 31 ( 1387 0 ( 0
1 0
,
75400
2
T e
T e
A T T
T T
97 31 ( 1962 0 ( 0
1 ,
75400
2
T e
T e
A T
97 31 ( ) 2405 0 ( 0
1 0
,
75400
2
T e
T e
A T
T
T T
i
θ
Trang 9After 30 minutes
2.09.95ft)
12/5.0(
min/h)min/60/h)(30ft333.0(
9 95 ( 1387 0 ( 0
1 0
,
75400
2
T e
T e
A T T
T T
9 95 ( 1962 0 ( 0
1 ,
75400
2
T e
T e
A T
9 95 ( 2405 0 ( 0
1 ,
75400
2
T e
T e
A T
T
T T
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 104-121E A plate, a long cylinder, and a sphere are exposed to cool air The center temperature of each
Properties The properties of cast iron are given to be k = 29 Btu/h.ft.°F and α = 0.61 ft2/h
Analysis After 5 minutes
2r o
Plate: First the Biot number is calculated to be
)FBtu/h.ft
29(
)ft12/5.0)(
F.Btu/h.ft7
min/h)min/60/h)(5ft61
28 29 ( 0998 0 ( 0
1 0
,
75400
2
T e
T e
A T T
T T
28 29 ( ) 1412 0 ( 0
1
0 ,
75400
2
T e
T e
A T T
T T i
28 29 ( 1730 0 ( 0
1 ,
75400
2
T e
T e
A T T
T T
12/5.0(
min/h)min/60/h)(10ft61.0(
56 58 ( 0998 0 ( 0
1 0
,
75400
2
T e
T e
A T T
T T
56 58 ( ) 1412 0 ( 0
2
T e
T e
A T
56 58 ( ) 1730 0 ( 0
1 0
,
75400
2
T e
T e
A T
T
T T
i
θ
Trang 11After 30 minutes
2.068.175ft)
12/5.0(
min/h)min/60/h)(30ft61.0(
68 175 ( 0998 0 ( 0
1 0
,
75400
2
T e
T e
A T T
T T
68 175 ( ) 1412 0 ( 0
2
T e
T e
A T
68 175 ( 1730 0 ( 0
1 0
,
75400
2
T e
T e
A T
T
T T
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 124-122E EES Prob 4-120E is reconsidered The center temperature of each geometry as a function of the
cooling time is to be plotted
Analysis The problem is solved using EES, and the solution is given below
"GIVEN"
2*L=1/12 [ft]
2*r_o_c=1/12 [ft] “c stands for cylinder"
2*r_o_s=1/12 [ft] “s stands for sphere"
Trang 13PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 144-123 Internal combustion engine valves are quenched in a large oil bath The time it takes for the valve
temperature to drop to specified temperatures and the maximum heat transfer are to be determined
Assumptions 1 The thermal properties of the valves are constant 2 The heat transfer coefficient is constant and uniform over the entire surface 3 Depending on the size of the oil bath, the oil bath temperature will
increase during quenching However, an average canstant temperature as specified in the problem will be
used 4 The Biot number is Bi < 0.1 so that the lumped system analysis is applicable (this assumption will
be verified)
Properties The thermal conductivity, density, and
specific heat of the balls are given to be k = 48
W/m.°C, ρ = 7840 kg/m3, and c p = 440 J/kg.°C
Oil
T∞ = 50°C Engine valveTi = 800°C
Analysis (a) The characteristic length of the
balls and the Biot number are
1.003.0C
W/m
48
)m0018.0)(
C W/m800
(
m0018.08
m)008.0(8.18
8.12
)4/(
8
1
2 2
L D A
Therefore, we can use lumped system analysis Then the
time for a final valve temperature of 400°C becomes
s 5.9
h c
hA
b
bt i
p p
s
)t s 1288 0 (
1 - 3
2
1 -
50800
50400)
(
s1288.0m)C)(0.008J/kg
440)(
kg/m1.8(7840
C) W/m800(88
.1
8ρ
ρ V
(b) The time for a final valve temperature of 200°C is
s 12.5
50800
50200)
(
(c) The time for a final valve temperature of 51°C is
s 51.4
50800
5051)
(
(d) The maximum amount of heat transfer from a single valve is determined from
)(per valve
=J400,23C)50800)(
CJ/kg
440)(
kg0709.0(][
kg0709.04
m)10.0(m)008.0(8.1)kg/m7840(4
8
kJ 23.4
p T T mc
Q
L D
Trang 154-124 A watermelon is placed into a lake to cool it The heat transfer coefficient at the surface of the
watermelon and the temperature of the outer surface of the watermelon are to be determined
Assumptions 1 The watermelon is a homogeneous spherical object 2 Heat conduction in the watermelon is one-dimensional because of symmetry about the midpoint 3 The thermal properties of the watermelon are constant 4 The heat transfer coefficient is constant and uniform over the entire surface 5 The Fourier
number is τ > 0.2 so that the one-term approximate solutions (or the transient temperature charts) are applicable (this assumption will be verified)
Properties The properties of the watermelon are given to be k = 0.618 W/m.°C, α = 0.15×10-6 m2/s, ρ =
995 kg/m3 and c p = 4.18 kJ/kg.°C
Analysis The Fourier number is
m)10.0(
s/min60min) 4060(4/s)m1015
Ti = 35 °C
Lake
15 °C
which is greater than 0.2 Then the one-term solution can be
written in the form
1535
15
τ λ
It is determined from Table 4-2 by trial and error that this equation is satisfied when Bi = 10, which
corresponds to λ1=2.8363 and A1 =1.9249 Then the heat transfer coefficient can be determined from
C W/m 61.8 2 °
)10)(
C W/m
618.0(
o
o
r
kBi h k
hr
Bi
The temperature at the surface of the watermelon is
C 15.5°
.015
35
15)
,
(
8363.2
)rad8363.2sin(
)9249.1(/
)/sin(
),()
,
1
1 1
2 2
t r T t
r
T
e r
r
r r e
A T
T
T t r T t
r
o o
o o
o o i
o sph
λ
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 164-125 Large food slabs are cooled in a refrigeration room Center temperatures are to be determined for
different foods
Assumptions 1 Heat conduction in the slabs is one-dimensional since the slab is large relative to its
thickness and there is thermal symmetry about the center plane 3 The thermal properties of the slabs are constant 4 The heat transfer coefficient is constant and uniform over the entire surface 5 The Fourier
number is τ > 0.2 so that the one-term approximate solutions (or the transient temperature charts) are applicable (this assumption will be verified)
Properties The properties of foods are given to be k = 0.233 W/m.°C and α = 0.11×10-6 m2/s for margarine,
k = 0.082 W/m.°C and α = 0.10×10-6 m2/s for white cake, and k = 0.106 W/m.°C and α = 0.12×10-6 m2/s for chocolate cake
Analysis (a) In the case of margarine, the Biot number is
Air
T∞ = 0°C
Margarine, Ti = 30°C
365.5)C W/m
233.0(
)m05.0)(
C W/m25
The constants λ1andA1corresponding to this Biot
number are, from Table 4-2,
2431.1 and 3269
s/h)6003h/s)(6m1011.0(
2
2 6
Therefore, the one-term approximate solution (or the transient temperature charts) is applicable Then the temperature at the center of the box if the box contains margarine becomes
C 7.0°
.00
30
0)
,
0
(
)2431.1()
,0()
t T t
T
e e
A T T
T t T t
082.0(
)m05.0)(
C W/m25
05.0(
s/h)6003h/s)(6m1010.0(
2
2 6
.00
30
0)
,
0
(
)2661.1()
,0()
,
0
t T t
T
e e
A T T
T t T t
106.0(
)m05.0)(
C W/m25
05.0(
s/h)6003h/s)(6m1012.0(
2
2 6
.00
30
0)
,
0
(
)2634.1()
,0()
,
0
t T t
T
e e
A T T
T t T t
i
θ
Trang 174-126 A cold cylindrical concrete column is exposed to warm ambient air during the day The time it will
take for the surface temperature to rise to a specified value, the amounts of heat transfer for specified values of center and surface temperatures are to be determined
Assumptions 1 Heat conduction in the column is one-dimensional since it is long and it has thermal symmetry about the center line 2 The thermal properties of the column are constant 3 The heat transfer coefficient is constant and uniform over the entire surface 4 The Fourier number is τ > 0.2 so that the one-
term approximate solutions (or the transient temperature charts) are applicable (this assumption will be verified)
Properties The properties of concrete are given to be k = 0.79 W/m.°C, α = 5.94×10-7 m2/s, ρ = 1600 kg/m3and cp = 0.84 kJ/kg.°C
30 cm
Column
16 °C
Air 28°C
Analysis (a) The Biot number is
658.2)C W/m
79.0(
)m15.0)(
C W/m14
The constants λ1andA1corresponding to this
Biot number are, from Table 4-2,
3915.1 and 7240
λ
Once the constant =0.3841 is determined from Table 4-3
corresponding to the constant
2827)
/()
,
1 0
o
which is above the value of 0.2 Therefore, the one-term approximate solution (or the transient temperature charts) can be used Then the time it will take for the column surface temperature to rise to 27°C becomes
hours 7.1
m)15.0)(
6771.0(
2 7
2 2
α
τr o
t
(b) The heat transfer to the column will stop when the center temperature of column reaches to the ambient
temperature, which is 28°C That is, we are asked to determine the maximum heat transfer between the ambient air and the column
kJ 5320
kg4.452)]
m4(m)15.0()[
kg/m1600(
max
2 3
2
i p
o
T T mc Q
L r
(c) To determine the amount of heat transfer until the surface temperature reaches to 27°C, we first
determine
1860.0)
3915.1()
T
i
τ λ
Once the constant J1 = 0.5787 is determined from Table 4-3 corresponding to the constant λ1, the amount
of heat transfer becomes
kJ 4660
875.07240.1
5787.01860.021)(2
1
max
1
1 1 0
cyl max
Q
Q Q
J T T
T T Q
Q
λ
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.
Trang 184-127 Long aluminum wires are extruded and exposed to atmospheric air The time it will take for the wire
to cool, the distance the wire travels, and the rate of heat transfer from the wire are to be determined
Assumptions 1 Heat conduction in the wires is one-dimensional in the radial direction 2 The thermal properties of the aluminum are constant 3 The heat transfer coefficient is constant and uniform over the entire surface 4 The Biot number is Bi < 0.1 so that the lumped system analysis is applicable (this
assumption will be verified)
Properties The properties of aluminum are given to be k = 236 W/m.°C, ρ = 2702 kg/m3, cp = 0.896
kJ/kg.°C, and α = 9.75×10-5 m2/s
350°C
10 m/min
Air 30°C
Aluminum wire
Analysis (a) The characteristic length of
the wire and the Biot number are
1.000011.0C
W/m
236
)m00075.0)(
C W/m
35
(
m00075.02
m0015.022
2 2
h c
hA b
t bt
i
c p p
s
) s 0193 0 (
1 - 3
2
1 -
30350
3050)
(
s0193.0m)C)(0.00075J/kg
896)(
kg/m(2702
C W/m35ρ
ρ V
(b) The wire travels a distance of
m 24
=
=
→
= length (10/60m/s)(144s)time
lengthvelocity
This distance can be reduced by cooling the wire in a water or oil bath
(c) The mass flow rate of the extruded wire through the air is
kg/min191.0m/min)10(m)0015.0()kg/m2702()
=kJ/min51.3
=C)50350)(
CkJ/kg
896.0)(
kg/min191.0(])(
=m c T t T∞
Q& & p
Trang 194-128 Long copper wires are extruded and exposed to atmospheric air The time it will take for the wire to
cool, the distance the wire travels, and the rate of heat transfer from the wire are to be determined
Assumptions 1 Heat conduction in the wires is one-dimensional in the radial direction 2 The thermal properties of the copper are constant 3 The heat transfer coefficient is constant and uniform over the entire surface 4 The Biot number is Bi < 0.1 so that the lumped system analysis is applicable (this assumption
will be verified)
Properties The properties of copper are given to be k = 386 W/m.°C, ρ = 8950 kg/m3, cp = 0.383 kJ/kg.°C,
and α = 1.13×10-4 m2/s
Analysis (a) The characteristic length of the
wire and the Biot number are
350°C
10 m/min
Air 30°C
Copper wire 1
.0000068.0C
W/m
386
)m00075.0)(
C W/m35
(
m00075.02
m0015.022
2 2
L r
A
L
c
o o
h c
hA
b
t bt
i
c p p
s
) s 0136 0 (
1 - 3
2
1 -
30350
3050)
(
s0136.0m)C)(0.00075J/kg
383)(
kg/m(8950
C W/m35ρ
ρ V
(b) The wire travels a distance of
m 34
m/min10lengthtime
lengthvelocity
This distance can be reduced by cooling the wire in a water or oil bath
(c) The mass flow rate of the extruded wire through the air is
kg/min633.0m/min)10(m)0015.0()kg/m8950()
=kJ/min72.7
=C)50350)(
CkJ/kg
383.0)(
kg/min633.0(])(
=m c T t T∞
Q& & p
PROPRIETARY MATERIAL © 2007 The McGraw-Hill Companies, Inc Limited distribution permitted only to teachers and
educators for course preparation If you are a student using this Manual, you are using it without permission.