fundamentos de transferencia de calor e de massa incropera-resolução
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PROBLEM 1.1 KNOWN: Heat rate, q, through one-dimensional wall of area A, thickness L, thermal conductivity k and inner temperature, T1. FIND: The outer temperature of the wall, T2. SCHEMATIC:
ASSUMPTIONS: (1) One-dimensional conduction in the x-direction, (2) Steady-state conditions, (3) Constant properties. ANALYSIS: The rate equation for conduction through the wall is given by Fouriers law,
q q q A = -kdT
dxA = kA
T T
Lcond x x1 2= =
.
Solving for T2 gives
T Tq L
kA2 1cond= .
Substituting numerical values, find
T C -3000W 0.025m
0.2W / m K 10m2 2=
415$
T C -37.5 C2 = 415
$ $
T C.2 = 378$ <
COMMENTS: Note direction of heat flow and fact that T2 must be less than T1.
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PROBLEM 1.2 KNOWN: Inner surface temperature and thermal conductivity of a concrete wall. FIND: Heat loss by conduction through the wall as a function of ambient air temperatures ranging from -15 to 38C. SCHEMATIC:
ASSUMPTIONS: (1) One-dimensional conduction in the x-direction, (2) Steady-state conditions, (3) Constant properties, (4) Outside wall temperature is that of the ambient air. ANALYSIS: From Fouriers law, it is evident that the gradient, xdT dx q k= , is a constant, and hence the temperature distribution is linear, if xq and k are each constant. The heat flux must be constant under one-dimensional, steady-state conditions; and k is approximately constant if it depends only weakly on temperature. The heat flux and heat rate when the outside wall temperature is T2 = -15C are
( ) 21 2
x
25 C 15 CdT T Tq k k 1W m K 133.3W m
dx L 0.30m
= = = =$ $
. (1)
2 2x xq q A 133.3W m 20m 2667 W= = = . (2) < Combining Eqs. (1) and (2), the heat rate qx can be determined for the range of ambient temperature, -15 T2 38C, with different wall thermal conductivities, k.
-20 -10 0 10 20 30 40
Ambient air temperature, T2 (C)
-1500
-500
500
1500
2500
3500
Hea
t los
s, q
x (W
)
Wall thermal conductivity, k = 1.25 W/m.Kk = 1 W/m.K, concrete wallk = 0.75 W/m.K
For the concrete wall, k = 1 W/mK, the heat loss varies linearily from +2667 W to -867 W and is zero when the inside and ambient temperatures are the same. The magnitude of the heat rate increases with increasing thermal conductivity. COMMENTS: Without steady-state conditions and constant k, the temperature distribution in a plane wall would not be linear.
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PROBLEM 1.3 KNOWN: Dimensions, thermal conductivity and surface temperatures of a concrete slab. Efficiency of gas furnace and cost of natural gas. FIND: Daily cost of heat loss. SCHEMATIC:
ASSUMPTIONS: (1) Steady state, (2) One-dimensional conduction, (3) Constant properties. ANALYSIS: The rate of heat loss by conduction through the slab is
( ) ( )1 2T T 7 Cq k LW 1.4 W / m K 11m 8m 4312 Wt 0.20m
= = = < The daily cost of natural gas that must be combusted to compensate for the heat loss is
( ) ( )gd 6fq C 4312 W $0.01/ MJ
C t 24h / d 3600s / h $4.14 / d0.9 10 J / MJ
= = =
< COMMENTS: The loss could be reduced by installing a floor covering with a layer of insulation between it and the concrete.
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PROBLEM 1.4
KNOWN: Heat flux and surface temperatures associated with a wood slab of prescribedthickness.
FIND: Thermal conductivity, k, of the wood.
SCHEMATIC:
ASSUMPTIONS: (1) One-dimensional conduction in the x-direction, (2) Steady-stateconditions, (3) Constant properties.
ANALYSIS: Subject to the foregoing assumptions, the thermal conductivity may bedetermined from Fouriers law, Eq. 1.2. Rearranging,
( )L W 0.05m
k=q 40 T T m 40-20 C
x 21 2 =
k = 0.10 W / m K. C = 0.27 and m = 0.63 from Table 7.7, and the Zhukauskas correlation yields
( ) ( ) ( )D1/ 4
0.63 0.36 1/ 4m 0.362 D,max
s
PrNu C C Re Pr 0.27 1 8240 0.707 0.707 / 0.695 70.1
Pr= = =
D2k 0.028 W / m Kh Nu 70.1 196.3W / m K
D 0.01m
= = =
Hence,( ) ( )( )
3
L 2
1.17 kg / m 5 m / s 0.015m 1007 J / kg K 25N n 15.7
750.01m 196.3 W / m K
= =
"
and 16 tube rows should be used LN 16=
0.7 and 103 < ReD,max 10
5. All properties except Prs are evaluated at the arithmetic mean temperature
Tm = (Ti + To)/2. The maximum Reynolds number, Eq. 7.62, is
Continued ..
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PROBLEM 7.87 (Cont.)
D,max maxRe V D / = (5)
where for the aligned arrangement, the maximum velocity occurs at the transverse plane, Eq. 7.65,
Tmax
T
SV V
S D=
(6)
The results of the analyses for ST = SL = 24 mm are tabulated below.
Vmax(m/s)
ReD,max DNu Dh
(W/m2K) ( )
mTC
"
q(W)
To(C)
24 1.723104 96.2 216 314 7671 47.6 (2)
To estimate the convection coefficient, use Eq. 10.9,
( )D
1/43v fgconv
v v v e
g h Dh DNu C
k k T
= =
l(3)
where C = 0.62 for the horizontal cylinder and ( )fg fg p,v s sath h 0.8 c T T . = + Find
( ) ( )
( )
1 / 42 3 3 3
conv 6 2
9 .8m/s 957.9 31.55 k g / m 2257 10 0.8 4640 355 J/kg 0.020m0.0583W/m Kh 0.62
0.020 m 18.6 10 /31.55 m / s 0.0583W/m K 355K
+ =
2convh 690 W / m K.=
To estimate the radiation coefficient, use Eq. 10.11,
( ) ( )4 4 8 2 4 4 4 4s sat 2rad
s sat
T T 0.9 5.67 10 W / m K 728 373 Kh 37.6W/m K.
T T 355K
= = =
Substituting numerical values into the simpler form of Eq. (2), find
( )( ) 2 2h 690 3 / 4 37.6 W / m K 718W/m K.= + = Using Eq. (1), the heat rate, with As = D L, is
( )2sq 718 W / m K 0.020m 0.200m 355K 3.20kW.= = hrad , the simpler form of Eq. 10.10b is appropriate. Find,
( )( ) 2 2h 2108 3 4 28 W m K 2129 W m K= + = Continued...
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PROBLEM 10.28 (Cont.)
The heat rate is
( )2q 2129 W m K 0.002m 455K 6.09 kW m. = = 10). The Dittus-Boelter correlation with n = 0.4 is appropriate,
( ) ( )0.8 0.40.8 0.4D i i f D fNu h D k 0.023Re Pr 0.023 21, 673 5.2 130.9= = = =Continued...
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PROBLEM 11.35 (Cont.)
2fi D 3i
k 0.620W m Kh Nu 130.9 6057 W m K
D 13.4 10 m
= = =
.
Substituting numerical values into Eq. (1), the overall heat transfer coefficient is
( ) 13o 2 2
15.9 10 m 21 15.9 15.9 1U n
115 W m K 13.4 13.413,500 W m K 6057 W m K
= + +
"
15 5 5 2 2oU 7.407 10 1.183 10 19.590 10 W m K 3549 W m K
= + + = .
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