CBE 150A – Transport Spring Semester 2014 Compressible Flow.
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Transcript of CBE 150A – Transport Spring Semester 2014 Compressible Flow.
CBE 150A – Transport Spring Semester 2014
Compressible Flow
CBE 150A – Transport Spring Semester 2014
Goals• Describe how compressible flow differs from
incompressible flow
• Define criteria for situations in which compressible flow can be treated as incompressible
• Provide example of situation in which compressibility cannot be neglected
• Write basic equations for compressible flow
• Describe a shape in which a compressible fluid can be accelerated to velocities above speed of sound (supersonic flow)
CBE 150A – Transport Spring Semester 2014
Basic EquationsFive changeable quantities are important in compressible flow:
1.Cross-sectional area, S
2.Velocity, u
3.Pressure, p
4.Density,
5.Temperature, T
CBE 150A – Transport Spring Semester 2014
Basic Equations
Restrict focus to those systems in which properties are only changing in flow direction.
Generally, cross-sectional area S is specified as a function of x. (S=S(x))
Need four equations to describe the other four variables.
CBE 150A – Transport Spring Semester 2014
Basic Equations1.1. Mass Balance relates Mass Balance relates , u, S, u, S
2.2. Mechanical Energy Balance relates Mechanical Energy Balance relates , , u, S, pu, S, p
3.3. Equation of State relates Equation of State relates T, p,T, p,
4.4. Total Energy Balance relates Total Energy Balance relates Q, TQ, T
What is different about compressible flow?
, u, p all change with position.
Need to use differential form of equations.
CBE 150A – Transport Spring Semester 2014
Mass Balance uSm constant
uSdSduudSuSd In differential form
Divide both sides by uS
0
d
u
du
S
dS
m
md
CBE 150A – Transport Spring Semester 2014
Mechanical Energy Balance
f
p
p
hdp
gZu
W
2
12
ˆ2
Differentiate and assume Ŵ = 0
02
2
fdh
dpgdz
ud
CBE 150A – Transport Spring Semester 2014
Viscous Dissipation
2
4 2u
D
Lfh f
2
4 2u
D
dLfdh f
For a short section of pipe: Assumes only wall shear (no fittings)
02
42
22
u
D
dLfdpgdz
ud
CBE 150A – Transport Spring Semester 2014
Equation of State
zRTpV zRT
PM
V
M
For simplicity it is assumed that z is either 1 (ideal) or a constant
0T
dT
V
dV
p
dp
0T
dTd
p
dp
Volume:
Density:
CBE 150A – Transport Spring Semester 2014
Total Energy Balance
For gases thermodynamics allows a better calculation of the heat transfer Q and changes in internal energy. These were terms that were previously included in the viscous dissipation term.
The temperature of a flowing gas depends on:
• Rate of heat transfer Q from environment.
• Rate of viscous dissipation (significant in compressors). Included in work term Ŵc
• Thermodynamic changes H.
CBE 150A – Transport Spring Semester 2014
Total Energy Balance
cWm
QHgZ
u ˆ2
2
Q is the rate of heat addition along the entire length of the channel and Ŵc is the total rate of energy input into the system and includes efficiency to account for viscous dissipation.
For Ŵc to be in the correct units use:
fl bf tB T U 7 7 81
CBE 150A – Transport Spring Semester 2014
Compressible vs. Incompressible
When can simpler incompressible equations be used?
• Density change is not significant (<10%)• Fans, airflow through packed beds
Mach number is a measure of the importance of density changes for compressible fluids.
sound
fluidMa velocity
velocityN
Rule of Thumb: NMa < 0.3 assume incompressible
CBE 150A – Transport Spring Semester 2014
Isentropic Flow
Adiabatic (Q = 0) and ReversibleIsentropic (ΔS = 0)
Venturi meter, Rocket propulsion
CBE 150A – Transport Spring Semester 2014
Adiabatic Flow
Adiabatic (Q = 0), Frictional
Short Insulated Pipes
Mathematically more difficult
CBE 150A – Transport Spring Semester 2014
Isothermal Flow
Isothermal, Frictional
Long Uninsulated Pipes
CBE 150A – Transport Spring Semester 2014
Compressible Flow Through Pipes
CBE 150A – Transport Spring Semester 2014
Goals
• Describe equations useful for analyzing isothermal, compressible flow through a constant diameter pipe.
• Describe how Mach number and L are related for flow in a constant diameter pipe.
• Use equations for isothermal flow to compute the flow rate of compressible fluids in constant diameter pipes.
CBE 150A – Transport Spring Semester 2014
Isothermal FlowConstant Diameter Pipe
Goal is to analyze the friction section. Flow through pipes is irreversible so viscous dissipation is important.
P1, 1 P2, 2
CBE 150A – Transport Spring Semester 2014
Mass Balance
21 uSuS S is constant
21 uu
21 GG Mass velocity constant
Differential Balance
011
dx
du
udx
d
CBE 150A – Transport Spring Semester 2014
Mechanical Energy Balance
Wdx
dh
dx
dp
dx
dzg
dx
duu f ˆ1
turbulent horizontal no compressor
02
41 2
u
D
f
dx
dp
dx
duu
CBE 150A – Transport Spring Semester 2014
Total Energy Balance
cp Wdx
dQ
dx
dTC
dx
dzg
dx
duum ˆ
turbulent horizontal isothermal
dx
dQ
mdx
duu
1
Note: This indicates that there must be heat transfer because dT = 0. This is the heat required to keep T constant.
no work
CBE 150A – Transport Spring Semester 2014
Equation of State
0111
dx
dT
Tdx
d
dx
dp
p
isothermal
011
dx
d
dx
dp
p
CBE 150A – Transport Spring Semester 2014
Isothermal Flow
02
0
2
121
12
1
Lp
p
p
pdx
D
fdpp
Gpp
dp
Combining Mass, MEB and EOS
Assume friction factor f is constant and integrate:
2
1
22
1
122
21 ln4
p
p
Gppp
D
Lf
CBE 150A – Transport Spring Semester 2014
Constant f ?
constantuG
constantT constant
constantuD
Re
constantf
CBE 150A – Transport Spring Semester 2014
Isothermal Flow
2
1
22
1
122
21 ln4
p
p
Gppp
D
Lf
P1, 1 P2, 2
CBE 150A – Transport Spring Semester 2014
Isothermal Flow
2
1
2
22
21
2
ln4
pp
DL
f
ppzRTM
G
For a fixed P1 this expression has a maximum at:
2max
11
112max
ln4
1Gp
DLf
pG
CBE 150A – Transport Spring Semester 2014
Maximum Flow
22max pG
2
2max
pu
M
zRT TSu ,
Thus for a constant cross-section pipe the maximum obtainable velocity is Mach one for any receiver pressure. This is said to be choked flow.
Ernst Mach (1838-1916)
CBE 150A – Transport Spring Semester 2014
“Choked” Flow
P1
PCritical
Vsonic
GMax
G
P1PCritical
Unattainable Flows
Attainable Flows0
P
GUG PipeofEndSonicMax
TR
MwtPUUG
Sonic Velocity
CBE 150A – Transport Spring Semester 2014
Example Problem (maximum flow)
An astronaut is receiving breathing oxygen at 10 C from his space capsule through a 7 meter long, 1.7 cm diameter, hose. The capsule supply pressure is 200 kPa and the suit pressure is 100 kPa. What is the flow rate of the oxygen to the suit ? If the hose breaks off at the suit, what is the flow rate of oxygen ? What is the pressure at the end of the hose ? The hose is “smooth”.
CBE 150A – Transport Spring Semester 2014
Calculation Approach (subsonic flow) Given P1, P2, and T
Assume subsonic flow at the end of
the pipe.
Assume GCalculate
NRE
Calculate f
Iterate
Calculate V at end of pipe
Calculate V sonic at
end of pipe
If V > V sonic - flow is unattainable - got to next page
Calculate G
CBE 150A – Transport Spring Semester 2014
Calculation Approach (sonic flow) Given P1, P2, and T
Assume sonic flow at the end of the
pipe.
Assume GMax
Assume FDTF
Calculate f
Iterate
Check FDTF assumption
If P2 (sonic) > P2 - flow is sonic at end of pipe and G = GMax
Calculate GMax
Calculate NRE
Calculate P2 (sonic)
CBE 150A – Transport Spring Semester 2014
10 Minute ProblemNitrogen (Nitrogen ( = 0.02 cP ) is fed from a high pressure cylinder through = 0.02 cP ) is fed from a high pressure cylinder through ¼ in. ID stainless steel tubing ( k = 0.00015 ft) to an experimental ¼ in. ID stainless steel tubing ( k = 0.00015 ft) to an experimental unit. The line ruptures at a point 10 ft. from the cylinder. If the unit. The line ruptures at a point 10 ft. from the cylinder. If the pressure in the nitrogen in the cylinder is 3000 psig and the pressure in the nitrogen in the cylinder is 3000 psig and the temperature is constant at 70 F, what is the mass flow rate of the temperature is constant at 70 F, what is the mass flow rate of the gas through the line and the pressure in the tubing at the point of gas through the line and the pressure in the tubing at the point of the break ?the break ?
P = 3014 psia
P = 1 atm
10 ft
CBE 150A – Transport Spring Semester 2014
Reversible Adiabatic Flow
0
0
T
p
r
r
T
p
CBE 150A – Transport Spring Semester 2014
Converging/Diverging Nozzle
CBE 150A – Transport Spring Semester 2014
Isentropic Flow of Inviscid Fluid
00 SQ
In this case The mass balance and MEB are the same as that for the isothermal case.
Now though the total energy balance will give a relation between the velocity and temperature
CBE 150A – Transport Spring Semester 2014
Total Energy Balance
0
dx
dQ
dx
dTC
dx
dZg
dx
duum p
1 horizontal adiabatic
0dx
dTC
dx
duu p
CBE 150A – Transport Spring Semester 2014
Equation of State
0111
dx
dT
Tdx
d
dx
dp
p
Given the normal equation of state, the TEB, MEB, and the thermodynamic relation Cp – Cv = zR/M, isentropic flow gives the following useful values.
CBE 150A – Transport Spring Semester 2014
Useful RelationshipsGiven the normal equation of state, the TEB, MEB, and the thermodynamic relation Cp – Cv = zR/M, isentropic flow gives the following useful values.
1
00
0
0
00
T
T
p
p
pp
VppV
v
p
C
C
CBE 150A – Transport Spring Semester 2014
From Mechanical Energy Balance
01
dx
dp
dx
duu
0
1 dpudu
or
dpp
pdpudu
11
00
1
Integrating
1
00
020
2 11
2
p
ppuu u ↔ p
CBE 150A – Transport Spring Semester 2014
Isentropic Flow
0
020
2 11
2
T
T
M
zRTuu
u ↔ T
1
00
020
2 11
2
p
uu u ↔
CBE 150A – Transport Spring Semester 2014
Velocity, NMa, and Stagnation
For isentropic flow the definition of the speed of sound is:
M
RTp
d
dpu
S
SS
,
It is also convenient to express the relationships in terms of a reference state where u0 = 0. This is called the stagnation condition (u0 = 0) and P0 and T0 are the stagnation pressure and temperature.
CBE 150A – Transport Spring Semester 2014
Velocity – Mach Relationships
The previous relationships now become:
11
21
02
p
pNMa
1
1
2 02
T
TNMa
and
CBE 150A – Transport Spring Semester 2014
Cross-Sectional Areafor Sonic Flow
Application of the continuity (mass balance) equation gives:
121
2
* 1
121
Ma
Ma
N
NS
S
S* is a useful quantity. It is the cross-sectional area that would give sonic velocity (NMa = 1).
CBE 150A – Transport Spring Semester 2014
Summary of Equations for Isentropic Flow
121
2
* 1
121
Ma
Ma
N
NS
S
1
2
0 2
11 MaN
p
p
12
0 2
11
MaNT
T
1
1
2
0 2
11 MaN
These ratios are often tabulated versus NMa for air ( = 1.4). One must use the equations for gases with ≠ 1.4.
p0, T0, 0, are at the stagnant (reservoir) conditions.
CBE 150A – Transport Spring Semester 2014
Maximum Mass Flow Rate
Since the maximum velocity at the throat is NMa = 1, there is a maximum flow rate:
1
1
00*
max 1
2
pSm
Increase flow by making throat larger, increasing stagnation pressure, or decrease stagnation temperature. Receiver conditions do not affect mass flow rate.
CBE 150A – Transport Spring Semester 2014
Drug Injection via Converging / Diverging
Nozzle
Contour Shock TubePowdered drug cassette
Helium cylinderSupersonic jet
CBE 150A – Transport Spring Semester 2014
Shock Behavior
CBE 150A – Transport Spring Semester 2014
Shock Behavior
PoPt PR
PR = Pc
PR = Pe
PR = Pf
Isentropic Paths
Non-Isentropic Paths
Pe< PR < Pf
Sonic Flow at throat (maximum mass flowrate)
CBE 150A – Transport Spring Semester 2014
10 Minute Problem
Air flows from a large supply tank at 300 F and 20 atm (absolute) through a converging-diverging nozzle. The cross-sectional area of the throat is 1 ft2 and the velocity at the throat is sonic. A normal shock occurs at a point in the diverging section of the nozzle where the cross-sectional area is 1.18 ft2. The Mach number just after the shock is 0.70.
What would be the pressure (P1) at S = 1.18 ft2 if no shock occurred ?
What are the new conditions (T2 and P2 ) after the shock ?
What is the Mach number and pressure at a point in the diverging section of the nozzle where the cross-sectional area is 1.8 ft2 ?
CBE 150A – Transport Spring Semester 2014
CFD Simulation of Nozzle Behavior