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Transcript of page 0 Prepared by Associate Prof. Dr. Mohamad Wijayanuddin Ali Chemical Engineering Department...
page 1
Prepared by
Associate Prof. Dr. Mohamad Wijayanuddin AliChemical Engineering DepartmentUniversiti Teknologi Malaysia
page 2
Isothermal flow of gas in a pipe with friction is shown in Figure 13. For this case the gas velocity is assumed to be well below the sonic velocity of the gas. A pressure gradient across the pipe provides the driving force for the gas transport. As the gas expands through the pressure gradient the velocity must increase to maintain the same mass flowrate. The pressure at the end of the pipe is equal to the pressure of the surroundings. The temperature is constant across the entire pipe length.
Isothermal flow is represented by the mechanical energy balance in the form shown in Equation 44. The following assumptions are valid for this case.
page 3
is valid for gases, and
form Equation 23, assuming constant f, and
since no mechanical linkages are present. A total energy balance is not required since the temperature is constant.
0≈dzgg
c
dg
dLufdF
c
?2=
0=SWδ
page 4
Figure 13 Isothermal, non-choked flow of gas through a pipe.
page 5
Applying the above assumptions to Equation 44, and, after considerable manipulation
(58)
(59)
(60)
(61)TR
MgPMauG
Ma
Ma
Ma
Ma
P
P
TT
g
cγρ
ρρ
11
2
1
1
2
2
1
1
2
12
==
=
=
=
page 6
where G is the mass flux with units of mass/(area time), and,
(62)
The various energy terms in Equation 62 have been identified.
A more convenient form of Equation 62 is in terms of pressure instead of Mach numbers. This form is achieved by using Equations 58 through 60. The result is
(63)( ) 04
ln2 22
212
2
1 =+−−d
fLPP
TRG
Mg
P
P
g
c
04111
ln222
211
2 =+⎟⎟⎠
⎞⎜⎜⎝
⎛−−
dfL
MaMaMaMa
γkinetic energy compressibility
pipe friction
page 7
A typical problem is to determine the mass flux, G, given the pipe length (L), inside diameter (d), and upstream and downstream pressures (P1 and P2). The procedure is as follows.
1. Determine the Fanning friction factor, f, using Equation 27. This assumes fully developed turbulent flow at high Reynolds number. This assumption can be checked later, but is usually valid.
2. Compute the mass flux, G, from Equation 63.
Levenspiel has shown that the maximum velocity possible during the isothermal flow of gas in a pipe is not the sonic velocity as in the adiabatic case. In terms of the Mach number, the maximum velocity is
(64)γ1
choked =Ma
page 8
This result is shown by starting with the mechanical energy
balance and rearranging it into the following form.
(65)
the quantity -(dP/dL)--> when Ma --> 1/γ. Thus, for
choked flow in an isothermal pipe, as shown in Figure 14, the
following equations apply.
( ) ⎥⎦
⎤⎢⎣
⎡−
=⎥⎦
⎤⎢⎣
⎡
−=−
?1
1?2
/?1
1?2
Madg
fG
Pgudg
fG
dL
dP
ccc γρρρ
page 9
(66)
(67)
(68)
(69)
(70)
where Gchoked is the mass flux with unit of mass/(area/time), and
(71)
TR
MgP
TR
MgPMauuG
Mau
u
Ma
MaP
P
TT
g
c
g
cchoked1111choked
11
choked
11
choked
11
choked
1choked
1
====
=
=
=
γρρ
γ
γρ
ρ
γ
04
111
ln21
21
=+⎟⎟⎠
⎞⎜⎜⎝
⎛−−⎟⎟
⎠
⎞⎜⎜⎝
⎛
dfL
MaMa γγ
page 10
Figure 14 Isothermal, choked flow of gas through a pipe. The maximum velocity reached is a/γ.
page 11
For most typical problems the pipe length (L), inside diameter
(d), upstream pressure (P1), and temperature (T) are known. The
mass flux, G, is determined using the following procedure.
1. Determine the Fanning friction factor, f, using Equation
27. This assumes fully developed turbulent flow at high
Reynolds number. This assumption can be checked later,
but is usually valid.
2. Determine Ma1 from Equation 71.
3. Determine the mass flux, G, from Equation 70.
page 12
The vapor space above liquid ethylene oxide (EO) in storage
tanks must be purged of oxygen and then padded with 81 psig
nitrogen to prevent explosion. The nitrogen in a particular facility
is supplied from a 200 psig source. It is regulated to 81 psig and
supplied to the storage vessel through 33 feet of commercial
steel pipe with and ID of 1.049 inches.
In the event of a failure of the nitrogen regulator, the vessel will
be exposed to the full 200 psig pressure from the nitrogen
source. This will exceed the pressure rating of the storage vessel.
To prevent rupture of the storage vessel it must be equipped
with a relief device to vent this nitrogen. Determine the required
minimum
page 13
mass flow rate of nitrogen through the relief device to prevent
the pressure from rising within the tank in the event of a
regulator failure.
Determine the mass flowrate assuming :
a. an orifice with a throat diameter equal to the pipe
diameter,
b. an adiabatic pipe, and
c. an isothermal pipe.
Decide which result most closely corresponds to the real
situation. Which mass flowrate should be used?
page 14
a. The maximum flowrate through the orifice occurs under
choked conditions.
The area of the pipe is
The absolute pressure of the nitrogen source is
The choked pressure from Equation 39 is, for diatomic gas
( )( ) ( )23
222
ft1000.6
4
in144ft1in049.114.3
4
?
−×=
==d
Aπ
2ft
4 ftlb103.09psia7.2147.14200 ×==+=oP
( )( )2
f4
psiachoked
ftlb101.63
psia4.1137.214528.0
×=
==P
page 15
Choked flow can be expected since the system will be venting
to atmospheric conditions. Equation 40 provides the maximum
mass flowrate. For nitrogen,γ = 1.4 and
The molecular weight of nitrogen is 28 lbm/lb-mole. Without
any additional information, assume a unit discharge coefficient,
Co = 1.0. Thus,
( ) ( )
335.04.2
2
1
24.04.211
=⎟⎠
⎞⎜⎝
⎛=⎟⎟
⎠
⎞⎜⎜⎝
⎛+
−+ γγ
γ
( )( )( )( )( )( )
( )( ) ( )
( )slb 16.4
s lblb 1006.5lb 185
335.0R540Rmole-lblbft 1545
mole-lblb 28slblbft 17.324.1
ftlb1009.3ft1000.60.1
m
22f
2m
4f
f
m2
fm
2f
423
=
×=
°°×
××=
−
−
m
m
Q
Q
page 16
b. Assume adiabatic, choked flow conditions. For commercial
steel pipe, from Table 1, = 0.046 mm. The diameter of the pipe
in mm is (1.049 in)(25.4 mm/in) = 26.6 mm. Thus,
From Equation 27
00173.0mm 26.6
mm 046.0==
d
( )
00564.0
0751.0
32.1300173.07.3log4
7.3log41
=
=
==
⎟⎠
⎞⎜⎝
⎛=
f
f
d
f ε
page 17
For nitrogen, γ = 1.4.
The upstream Mach number is determined from Equation 57.
with Y1 given by Equation 46. Substituting the number provided,
( ) 04
11
1
2ln
2
121
21
1 =⎟⎠
⎞⎜⎝
⎛+⎟⎟⎠
⎞⎜⎜⎝
⎛−−⎥
⎦
⎤⎢⎣
⎡
+
+
d
fL
MaMa
Yγ
γ
γ
( )( )
( )( )( )( )( )
092.1111
4.2
4.02ln2.1
0in 12ft 1in 1.049
ft 3300564.044.1
11
14.1
14.12ln
2
14.1
22
2
22
2
=+⎟⎠
⎞⎜⎝
⎛−−⎟⎟
⎠
⎞⎜⎜⎝
⎛ +
=⎥⎦
⎤⎢⎣
⎡+
⎟⎠
⎞⎜⎝
⎛−−⎥
⎦
⎤⎢⎣
⎡
+
−++
MaMa
Ma
MaMa
Ma
page 18
This equation is solved by trial and error for the value of Ma. The
results are tabulated below.
Guessed Ma Value of LHS of equation
0.20 -8.43
0.25 0.043
This last value looks very close. Then from Equation 46
( ) 012.125.02
14.11
2
11 22
1 =−
+=−
+= MaYγ
page 19
and from Equations 53 and 54
( )
( )( )
( )
( )( ) 2f
3choked
1
1
choked
choked
1
1
choked
ftlb 107.11psia 4.49psia 7.214230.0
230.0843.025.01
2
R455R46080843.0
843.014.1
012.12
1
2
×===
==+
=
°=°+=
=+
=+
=
P
YMa
P
P
T
Y
T
T
γ
γ
page 20
The pipe outlet pressure must be less than 49.4 psia to insure
choked flow. The mass flux is computed using Equation 56
( )
( )( )( )( )( )
( )( )slb81.1
ft 1000.6s ftlb301
s ftlb 301
s lblb1079.1ftlb 1011.7
R455R mole-lblbft 1545
mole-lblb 28s lblbft 17.324.1
ftlb 1011.7
m
232m
2m
22f
2m
32f
3
f
m2
fm
2f
3
chokedchokedchoked
=
×==
=
××=
°°×
×==
−
−
GAQ
TR
MgPG
m
g
cγ
page 21
c. For the isothermal case, the upstream Mach number is given
by Equation 71. Substituting the numbers provided
The solution is found by trial and error
052.814.1
1
4.1
1ln
22=+⎟
⎠
⎞⎜⎝
⎛ −−⎥⎦
⎤⎢⎣
⎡MaMa
page 22
The choked pressure is, from Equation 67
The mass flowrate is computed using Equation 70.
( )( )2
f3
2f11choked
ftlb108.93psia 0.62
4.1244.0inlb 7.214
×==
== γMaPP
( )( )( )( )
( )( )slb76.1
ft1000.6s ftlb293
s ftlb293
slblb1008.1ftlb1093.8
R540Rmole-lblbft 1545
mole-lblb28s lblbft 17.32
ftlb1093.8
m
232mchoked
2m
22f
2m
32f
3
f
m2
fm
2f
3chokedchoked
=
×==
=
××=
°°×
×==
−
−
AGQ
TR
MgPG
m
g
c
page 23
The results are summarized in the following table
Case Pchoked (psia) Qm (lbm/ s)
Orifice 113.4 4.16
Adiabatic pipe 49.4 1.81
Isothermal pipe 62.0 1.76
A standard procedure for these types of problems is to represent
the discharge through the pipe as an orifice. The results show
that this approach results in a large result for this case. The
orifice method will always produce a larger value than the
adiabatic pipe method, insuring a conservative safety design. The
orifice calculation, however, is easier to apply, requiring only the
pipe
page 24
diameter and upstream supply pressure and temperature. The
configurational details of the piping are not required, as in the
adiabatic or isothermal pipe methods.
Also note that the choked pressures computed differ for each
case, with a substantial difference between the orifice and
adiabatic/isothermal cases. A choking design based on an orifice
calculation might not be choked in reality due to high
downstream pressures.
Finally,note that the adiabatic and isothermal pipe methods
produce results that are reasonably close. For most real
situations the heat transfer characteristics cannot be easily
determined. Thus, the adiabatic pipe method is the method of
choice; it will always produce the larger number for a
conservative safety design.
page 25
Liquids stored under pressure above their normal boiling point
temperature present substantial problems due to flashing. If the
tank, pipe, or other containment device develops a leak, the liquid
will partially flash into vapor, sometimes explosively.
Flashing occurs so rapidly that the process is assumed to be
adiabatic. The excess energy contained in the superheated liquid
vaporizes the liquid and lower the temperature to the new boiling
point. If m is the mass of original liquid, Cp the heat capacity of the
liquid (energy/mass deg), To the temperature of the liquid prior to
depressurization, and Tb the depressurized boiling point of the liquid,
then the excess energy contained in the superheated liquid is given
by
(72)
( )bop TTmCQ −=
page 26
This energy vaporizes the liquid. If ΔHv is the heat of vaporization
of the liquid, the mass of liquid vaporized, mv is given by
(73)
The fraction of the liquid vaporized is
(74)
Equation 74 assumes constant physical properties over the
temperature range To to Tb. A more general expression without this
assumption is derived as follows.
( )v
bop
vv
TTmCQm
ΔΗ
−=
ΔΗ=
( )v
bopvv
TTC
m
mf
ΔΗ
−=
page 27
The change in liquid mass, m, due to a change in temperature, T
is given by
(75)
Equation 75 is integrated between the initial temperature To (with
liquid mass m) and the final boiling point temperature Tb (with liquid
mass m – mv),
(76)
dTmC
dmv
p
ΔΗ=
∫∫ ΔΗ=
− b
o
v T
Tv
pmm
mdT
C
m
dm
page 28
(77)
where and are the mean heat capacity and mean latent
heat of vaporization, respectively, over the temperature range To to
Tb. Solving for the fraction of the liquid vaporized, fv = mv/m,
(78)
( )v
bopvTTC
m
mm
ΔΗ
−−=⎟
⎠
⎞⎜⎝
⎛ −ln
pC vΔΗ
( )[ ]vbopv TTCf ΔΗ−−−= exp1
page 29
One lbm of saturated liquid water is contained in a vessel at
350°F. the vessel ruptures and the pressure is reduced to 1 atm.
Compute the fraction of material vaporized using :
a. the steam tables,
b. Equation 74, and
c. Equation 78.
page 30
a. The initial state is saturated steam at To = 350°F. from the
steam tables,
The final temperature is the boiling point at 1 atm, or 212°F. At
this temperature, and saturated conditions,
mlbBTU 321.6H
psia 6.134
=
=P
mliquid
mvapor
lbBTU07.180
lbBTU4.1150
=
=
H
H
page 31
Since the process occurs adiabatically, Hfinal = Hinitial and the
fraction of vapor (or quality) is computed from,
14.59% of the mass of the original liquid is vaporized.
( )
( )
1459.0
07.1804.115007.1806.321
liquidvaporliquidfinal
=
−+=
−+=
v
v
v
f
f
HHfHH
page 32
b. For liquid water at 212°F,
From Equation 74
m
m
lbBTU3.970
FlbBTU01.1
=ΔΗ
°=
v
pC
( ) ( )( )
1436.0
lbBTU3.970
F212350FlbBTU01.1
m
m
=
°−°=
ΔΗ
−=
v
v
bopv
f
TTCf
page 33
c. The mean properties for liquid water between To and Tb
are
Substituting into Equation 78
Both expressions work about as well when compared to the
actual value from the steam table.
m
m
lbBTU7.920
FlbBTU04.1
=ΔΗ
°=
v
pC
page 34
For flashing liquids composed of any miscible substances,
the flash calculation is complicated considerably, since the
more volatile components will lash preferentially.
Procedures are available to solve this problem.
Flashing liquids escaping through holes and pipes require
very special consideration since two-phase flow conditions
may be present. Several special cases need consideration.
If the fluid path length of the release is very short (through
a hole in a thin-walled container), non-equilibrium
conditions exist, and the liquid does not have time to flash
within the hole; the fluid flashes external to the hole. The
equations describing incompressible fluid flow through
holes apply.
page 35
If the fluid path length through the release is greater than
10 cm (through a pipe or thick-walled container),
equilibrium flashing conditions are achieved and the flow is
choked. A good approximation is to assume a choked
pressure equal to liquids stored at a pressure higher than
the saturation vapor pressure. With this assumption the
mass flowrate is given by
(79)
( )sat2 PPgACQ cfom −= ρ
page 36
where
A is the area of the release,
Co is the discharge coefficient (unitless),
ρt is the density of the liquid (mass/volume),
P is the pressure within the tank, and
Psat is the saturation vapor pressure of the flashing
liquid at ambient temperature
page 37
Liquid ammonia is stored in a tank at 24°C and a pressure
of 1.4 106 Pa. A leak of diameter 0.0945 m forms in the
tank, allowing the flashing ammonia to escape. The
saturation vapor pressure of liquid ammonia at this
temperature is 0.968 106 Pa and its density is 603 kg/m ³.
Determine the mass flowrate through the leak. Equilibrium
flashing conditions can be assumed.
page 38
Equation 79 applies for the case of equilibrium flashing
conditions. Assume a discharge coefficient of 0.61.
( )
( )( )( )
( )
skg6.97
m
N10968.0104.1
Ns
kgm1
m
kg6032
4
m 0945.014.361.0
2
266
2
3
2
sat
=
⎟⎠
⎞⎜⎝
⎛×−×
⎥⎥⎥⎥
⎦
⎤
⎢⎢⎢⎢
⎣
⎡⎟⎠
⎞⎜⎝
⎛
⎟⎠
⎞⎜⎝
⎛×
=
−=
m
cfom
Q
PPgACQ ρ
page 39
for liquids stored at their saturation vapor pressure, P = Psat,
Equation 79 is no longer valid. For this case the choked,
two-phase mass flowrate is given by
(80)
where v is the specific volume with units if (volume/mass).
The two-phase specific volume is given by
(81)
( )dPdvg
AQ cm −=
fvfg vfvv +=
page 40
where
vfg is the difference in specific volume between
vapor and liquid,
vf is the liquid specific volume, and
fv is the mass fraction of vapor.
Differentiating Equation 81 with respect to pressure,
(82)
But, from Equation 74,
(83)
dP
dfv
dP
dv vfg=
dTC
dfv
pv ΔΗ
−=
page 41
and, from the Clausius-Clapyron equation, at saturation,
(84)
Substituting Equations 84 and 83 into Equation 82 yields,
(85)
The mass flowrate is determined by combining Equation 85, with
Equation 80.
(86)
fg
v
TvdT
dP ΔΗ=
TCv
dP
dvp
v
fg
2
2
ΔΗ−=
TC
g
v
AQ
p
c
fg
vm
ΔΗ=
page 42
Small droplets of liquid also form in a jet of flashing vapor. These
aerosol droplets are readily entrained by the wind and
transported away from the release site. The assumption that the
quantity of droplets formed is equal to the amount of material
flashed is frequently made.
page 43
Propylene is stored at 25°C in a tank at its saturation pressure. A
1 cm diameter hole develops in the tank. Estimate the mass
flowrate through the hole. At these conditions, for propylene.
ΔHv = 3.34 x 105 J/kg
vfg = 0.042 m3/kg
Psat = 1.15 106 Pa
Cp = 2.18 103 J/kg K
page 44
Equation 86 applies to this case. The area of the leak is
Using Equation 86
( )( ) 25
222
m1085.74
m10114.3
4−
−
×=×
==d
Aπ
( )( )( )
( )( )( )( )
skg774.0
JNm1K298kgKJ1018.2
Nskgm0.1
kgm042.0
m1085.7JNm1kgJ1034.3
3
2
3
255
=
××
××=
ΔΗ=
−
m
p
c
fg
vm
Q
TC
g
v
AQ
page 45
The case for evaporation of volatile from a pool of liquid has
already been considered in Chapter 3. The total mass flowrate from
the evaporating pool is given by
where
Qm is the mass vaporization rate (mass/time),
M is the molecular weight of the pure material,
K is the mass transfer coefficient (length/time),
A is the area of exposure,
Psat is the saturation vapor pressure of the liquid,
Rg is the ideal gas constant, and
TL is the temperature of the liquid.
Lgm TR
MKAPQ
sat
=
page 46
For liquids boiling from a pool, the boiling rate is limited
by the heat transfer from the surroundings to the liquid in
the pool. Heat is transferred :
1. from the ground by conduction,
2. from the air by conduction and convection, and
3. by radiation from the sun and/or adjacent sources
such as fire.