heat transfer equations modules 1 to 4
DESCRIPTION
USQ mechanical - heat transferTRANSCRIPT
![Page 1: HEAT TRANSFER Equations Modules 1 to 4](https://reader030.vdocuments.mx/reader030/viewer/2022020223/577cc7931a28aba711a15eb2/html5/thumbnails/1.jpg)
heat conduction - from Fourier law
from this we can get the thermal resistance
subscript 'k' is for conductionsubscript 'c' is for convectionsubscript 'r' is for radiationsubscript 'h' is for hotsubscript 'r' is for cold
convection estimation using relationship to get heat transfer (HT)
thermal resistancethermal conductance
standard convection HT equation
standard radiation HT equation
ε = emissivity T1 emits to surrounding black-body enclosure T2
combined resistances for conduction, convection & radiation
conductance resistance
condvection resistance
radiation resistance
combined HT coefficient for 2 processes happening simultaneously
thermal contact resistance can be represented by Ri
conduction flow thru cylinder length L [eq 2.38, 39] & inner & outer radii ri & ro
hc varies on the surface that is why an average value needs to be estimated through an integration process
'F' is a dimensionless value that accounts for the emittance and relative geometries of the actual bodies
U is obtained by combining the individual resistances of the thermal system. This is to simplify the analysis of a complicated system
kA/LT)TT(
LkAq chk
∆=−=
AkLR and
),TT(T where
R
Tq or Ak/L
)TT(q
or)TT(L
Akq
k
ch
kk
chk
chk
=
−=∆
∆=
−=
−=
∫=A
cc dAhA1h
AhKAh
1R ccc
c ==
)TT(Ahq scc ∞−=
)TT(Aq 42
411r −σ=
)TT(Aq 42
4111r −σε=
)TT(FAq 42
412-11r −σ=
∑=
=
∆= ni
1ii
overall
R
Tq
AkLR ;
R)TT(
)TT(L
Akq kk
2121k =
−=−=
Ah1R ;
R)TT(
)TT(Ahqc
cc
sscc =
−=−= ∞
∞
)TT(FATT
R
RTT
)TT(FAq
42
412-11
21r
r
2142
412-11r
−σ−
=
−=−σ=
0yfluidc y
TA kq=∂
∂−=
rc hhh +=
AqTR
k
ii
∆=
total
total
R1UA
T A Uq
=
∆=
( )k L 2rrlnR
RTTq io
thth
oik π
=⇒−
=
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energy equation for a control volume
conduction equation in rectangular coordinates
Fourier number Biot number
conduction equation in cylindrical coordinates
conduction equation in spherical coordinates
lumped heat capacity method
if Bi number >0.1 must use the charts method
Reynolds ‒ Laminar flow over Plane Surfaces
usefull relations for finding missing variables
Prandtl number
Reynolds number
Fourier number (rate of heat by conduction / rate of energy storage)
Biot number (internal resistance / external resistance)
closed systems have fixed mass so no transport of mass 'm^dot' across the boundary takes place
steady state equation for convection inside pipe & outside, with conduction resistances for the pipe & the insulation
tEW)em(qq)em( outoutGin ∂∂
=−−++ •••
y.diffusivit thermal theis c
ktT1
kq
T
tT1
kq
zT
yT
xT
G2
G2
2
2
2
2
2
ρ=α
∂∂
α=+∇
∂∂
α=+
∂∂
+∂∂
+∂∂
•
•
2r
r
L tFo α
=
tT1
kq
zTT
r1
rTr
rr1
tT1
kqT
G2
2
2
2
2
G2
∂∂
α=+
∂∂
+φ∂∂
+
∂∂
∂∂
∂∂
α=+∇
&
&
tT1
kqT
sinr1
Tsinsinr1
rTr
rr1
G2
2
2
22
2
∂∂
α=+
φ∂∂
θ
+
θ∂∂
θθ∂∂
θ+
∂∂
∂∂
&
Lr2h
1Lk2
)r/rln(Lk2
)r/rln(
Lr2h
1TT
q
outside & inside convection insulation with pipe
3o,cB
23
A
12
1i,c
,c,h
π+
π+
π+
π
−=
−−
∞∞
( )
( )( )
tV cAh
0
psc
psc
eTTTT
dt V cdtTTAh0.1Bicapaciy heat lumped
ρ−
∞
∞
∞
=−−
ρ−=−
<
ρ=
ρ
=
α
=
V ctAh
c L
tkk
LhL
tk
LhFo Bi
p
sc
p2
s
s
c2
s
c
tEWqq outG ∂∂
=−+ &
=
s
c
kLh
Bi
2C
Re332.0Pr
PrReNu x f
x
32
x==
υ=
µρ
= ∞∞ x Ux URe x
αυ
=µ
= k c
Pr p
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critical x value transition L to T at Re = 5*10^5
wall shear stress per unit area
dimensionless local drag coefficient
local friction coefficientanother equation - same variables
dimensionless average drag coefficient(above integrated & ÷ by L)
local rate of heat convection per unit area
local HT coefficient
total rate of HT from plate * width & x=0 to x=L(is local rate above integrated)
local Nusselt number at length 'x'
average Nusselt number over length 'L'
average HT coefficient
local convection HT coefficient
boundary layer thickness
boundary layer thickness when u = 99% of the free stream velocity U∞
Pohlhausen's relationship between thermal & hydrodynamic boundaries
Reynolds ‒ Turbulent flow over Plane Surfaces
laminar shearing isheat flow per unit area is
local heat transfer coefficientwall shear stress & fricion coefficient
dudTk q" combined
dydTkq" &
dydu
µτ−=⇒
−=µ=τ
( ) 2 UC &
TT"qh
2
x fx ss
sx c
∞
∞
ρ=τ
−=
ρµ
=∞ U
Rex crcr
L U 1.33 dx C
L1 C
L
0x fx f ρ
µ==
∞∫
x0y
s Rex
U 0.332 yu ∞
=
µ=∂∂
µ=τ
( )s
21x
0yc TT
x PrRek 0.332
yTk "q
31
−−=∂∂
−= ∞=
( ) x PrRek 0.332
TT "q h
312
1x
s
cx c −=
−=
∞
( )s2
1L TT width Prk Re 0.664 q 3
1−= ∞
Prk Re 0.664 uN 312
1LL =
( )Lxcc h 2 h ==
xRe4.64
x=
δ
x2
21
wx f Re
0.647 U
C =ρτ
=∞
Pr Re0.33 k
x h uN 312
1x
x cx ==
( ) Pr Rexk0.332
TT"q h 3
121x
s
cx c =
−=
∞
xRex 5 =δ
31
th Pr =
δδ
x2
s xf Re
0.664 2 U
C =ρτ
=∞
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heat flow from plate to fluid (with Pr=1)
HT coefficient, Nu, & friction coefficient relation
coefficient of friction empiricle equation
friction coefficient assuming turbulence starting at leading edge
hydrodynamic boundary layer thickness can be estimated using
Mixed boundary layer
HT coefficient with turbulence starting at leading edge
HT coefficient with mixed L & T boudary layer
mass-flow-rate using average velocity for circular pipe
Nusselt value at any value of x greater than xc ( the critcal x value where Re>5*105 )
( )∞∞ −=τ
TTUc "q
sps
s
2C
PrReNu
U ch x f
x
x
p
x c ==ρ ∞
51
x fx U0576.0C
−∞
υ=
51
x f
L
0f
LU072.0 dx CL1 C
−∞
υ== ∫
( ) 0.2xRe
0.37 x =δ
8.03
1x cx
x U Pr0288.0k
x hNu
υ== ∞
0.8L
31c
L Re Pr036.0k LhuN ==
( )23200Re Pr036.0k LhuN 0.8
L3
1cL −==
U 4D m
2
×ρ×π
=&