Using Newton Broyden Steps to find SS solutions of the Boltzmann Eq
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Transcript Using Newton Broyden Steps to find SS solutions of the Boltzmann Eq
Acceleration Methods for
Numerical Solution of the
Boltzmann Equation
Husain Al-Mohssen
1
Outline
•
•
•
•
•
•
•
Motivation & Introduction
Problem Statement
Proposed Approach
Important Implementation Details
Examples
Discussion
Future Work
2
Motivation
• Nano-Micro devices have been developed
recently with very small dimensions:
– DLP
– HD read/write head
~ 10 m
~ 0 . 05 m
(Length)
(Gap Length)
• At STP an air molecule travels an average
distance between collisions l 0 . 1 m
• As may be expected the Navier-Stokes (NS)
description of the flow starts to break down as
system length becomes comparable to l
• Accurate engineering models are essential for
the understanding and design of such systems
3
4
Motivation (cnt)
• The Knudsen number is defined as the ratio of
the mean free path to a characteristic
dimension (Kn= l/L). Kn is a measure of the
degree of departure from the NS description
• Kn Regimes:
NS Description Valid
NS Holds inside the domain but slip corrections are
needed at the domain boundaries
Transition Flow
Free molecular Flow
• Recent applications are at low Ma number
5
Introduction
gas
dilute
a
for
A Kinetic Description
•
•
A distribution function f ( x , c , t ) is used to describe the gas state, s. t.
f ( x , c , t ) d c d x is the expected number expected at position x with velocity
c at t.
“Macroscopic” properties are defined as averages over f , for example:
n
3
fdc ;
u
c x fdc
3
•
Evolution of f is governed by the Boltzmann Equation
•
Air at STP is satisfies the dilute gas criterion ( n 3 1)
6
Introduction (cnt)
The Boltzmann Equation (BE) in normalized form:
f
f
f
c . a . Collision
Dt
t
2
x
C
Df
Collision
Integral
2
Integral
( f ` f 1 ` f f 1 )V d d c
2
3
• Follows from the dilute gas assumption
• Valid for all Kn
• 7D(1time+3Space+3Velocity) nonlinear Integrodifferential equation
7
Introduction (cnt)
Numerical Methods of Solving the BE:
• Particle based: DSMC
– Collisionless advection step + collision steps are successively applied.
– Can be shown to simulate BE exactly in the limit of large numbers
[Wagner 1992].
– Chronic sampling problems at low speeds [Hadjiconstantinou et al,
2003].
» Low Ma lmit particularly troublesome
• Approximations of the BE
– Linearized (has many advantages espcially when Ma<<1; still requires
numcerical solution)
eq
– BGK CI Replaced with ( f f ) / t
• Numerical solutions of the BE
– Recently Baker and Hadjiconstantinou (B&H) proposed a method to
solve the BE at low Ma in a relatively efficient manner.
8
Introduction (cnt)
B&H method of calculating the collision integral:
• Solves the nonlinear BE exactly
• f is written as f f MB f D
•
f
MB
f
D
Since f
f
MB
is Maxwell-Boltzmann equilibrium distribution and
is deviation from MB distribution
is not changed by BE, effort is spent on solving
D
•
Even when f D is large the solution is still correct only less
efficient.
• Solution has constant relative noise that is quite small in
contrast to DSMC
B&H solution methods for f:
– Explicit time integration scheme:
• uses time splitting to apply convection step and collision
step separately
• Stability condition limits us to relatively small time steps
– Implicit scheme for finding steady state solutions:
• Scales badly with lower Kn.
– New proposed method for finding SS solutions
9
Problem Statement
We want to find the steady state solution for the first few moments
of the BE (velocity, temp, etc.)
•
•
Consider the x-direction flow velocities in the plot and let us denote u i the
velocity at node i in a certain time
Furthermore, let u (t ) be the vector
T
u ( t ) {u 1 , u 2 ,....., u i ,....... u n }
•
If we define
our system
F (u ) u / t
F ( u ss ) 0
then we are interested in finding u ss such that for
10
Proposed Solution Methodology
•
•
•
We will solve the (in general) nonlinear system of equations F ( u ) 0
using Newton’s Method.
In 1-D, Newton’s Method finds successive approximations to F(u)=0 using
F(u) and dF/du=F’(u)
Analogously in multi-dimensions:
F(ui) and F’(ui)
1
u i 1 u i [ J i ] F ( u i )
F(u)
Where the [ J i ] is the Jacobian
matrix of partial derivatives
•
Each iteration of the method will need to evaluate
x
ui+1
ui
F (u i )
and the
corresponding [ J i ] to find u i 1 . Since the Jacobian matrix is large and very
•
expensive to compute, a method to approximate new [ J i ] efficiently has
to be found for this approach to be practical
Broyden [Broyden] developed an update method that is very powerful
11
Proposed Solution Methodology (cnt)
The Broyden update formula is a method of updating [ J i ] to [ J i 1 ] such
that:
[ J i 1 ] will be consistent with the new “measured” F ( u i )
[ J i 1 ] will retain as much information as possible from [ J i ] .
Using the Broyden update formula each Newton iteration will only need an
evaluation of F ( u i ) to get a new guess of the solution u i 1 and a new [ J i 1 ]
In 1D, Broyden’s method reduces to the Secant Method
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Simplified Flow Chart of Method
Start
Find
[J ]
Estimate u 0
Integrate BE to find
F (u i )
Use Broyden to find [ J i 1 ] from [ J i ]
Find
No
and F ( u i )
u i 1
Converged?
Yes
End
13
Important Implementation Details
(for Broyden Portions)
Finding an Initial Jacobian Matrix
Use continuum solution approximation [ J c ]
Fairly robust even when [ J c ] is not close to [ J exact ]
Noise
o Due to the statistical nature of the method the value of F ( u i ) will
have a noisy component
o We can easily show that | x Br x Ex | N { F ( x )}
x Ex Is exact solution
x Br Is solution after many Newton-Broyden steps
N is system characteristic time constant (in steps).
Less noise is needed for systems with larger time
constants if we want to maintain solution accuracy.
14
1D Graphical Analog
F[u]
{ F ( x )} input noise
| x Br x Ex | N { F ( x )}
| x Br x Ex | uncertaint
y in sol
u
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Important Implementation Details
(BE Portions)
Initialization of a proper f ( x , c ) to use with a certain u i :
• A finite number of moments at any x is not enough to specify f ( x , c ) at
that position
• Need to find a special f ( x , c ) consistent with BE dynamics and
prescribed u i
• Use BE to “mature” f ( x , c ) for us by:
1.
2.
3.
4.
•
starting with f MB
Integrating BE for a short time to get f ' ( x , c )
Modify f to keep the new shape but give the target u
Repeat 2 and 3 until we converge
Notes:
•
•
Takes 1-4 molecular to converge
Has to be done at every evaluation of F ( x i )
1
0.6
0.6
0.8
0.5
0.5
0.4
0.4
0.6
Integrate
BE
0.4
0.2
-1
0.3
1
1
2
3
0.1
-1
0.3
Shift f to
target mean
0.2
1
2
2
3
0.2
0.1
-1
1
3
2
16
3
Flow Chart of Method
Start
Find
[Jc ]
Estimate u 0
Integrate BE
Step1: Equilibrate f
Step2: Sample
Calculation
to find F ( u i )
Use Broyden to find
[ J i 1 ]
from
[Ji]
and F ( u i )
Find u i 1
No
Converged?
Yes
End
17
Examples
•
•
•
Method successfully calculates 1D flows over the Kn Spectrum (both
pressure driven and shear driven).
Next results are for shear driven flows with a 0.05 (normalized) wall
velocity at different Kn and discretization.
Plot on right shows error bars for different discretization for a kn=0.1
Shear flow. Accuracy of solution is well within expected bounds
U
0.04
Exaggerated
Kn Layer
0.02
100
200
300
400
500
Node #
-0.02
-0.04
Exaggerated Kn
Layer
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Examples (cnt)
Knudsen Layer
0.0015
kn=0.1
0.001
Broyden Solution
0.0005
Exact layer
20
40
60
80
100
120
-0.0005
-0.001
-0.0015
Convergence History
-2.5
-2.75
-3
512 nodes, kn =0.1
-3.25
-3.5
-3.75
19
2.5
7.5
10
12.5
15
17.5
20
Discussion
•
•
To first order, cost is about time to integrate O(10) iterations. Which
translates to the time to integrate the system about 40 mol (where mol is
the mean time between collisions)
To find solution of accuracy tg , the allowed error in estimating F ( x i )
(which we will denote Br ) should be Br
•
tg
N
To increase accuracy, more accurate sampling is required
20
Future Work
Reduce Broyden Integration time:
o Reducing sampling steps by better understanding which
parameters affect the noise level the most.
o Refine relaxation method for f * ( x , c )
able to use method on lower Kn systems
Extend our approach to do 2D/3D grids which would allow more complex
problems with staggered timescales
21
The End
Questions?
22
DSMC Performance Scaling
•
Noise in DSMC is well understood [Hadjiconstantinou et al] and scales as
1
in general
# of Samples
•
It can be shown that :
• Time to find solution by direct integration
N Log (
•
tg
1
)
tg
2
Time to find solution by Broden method for similar accuracy
N
tg
•
1
2/3
Log (
1
tg
)
At large enough N Broyden method can be significantly faster than direct
integration using the DSMC to solve the BE. This however is only the case
for fairly large N (of order 104 105)
23
B&H Performance Scaling
•
•
Direct integration cost scales in a similar way to DSMC
Broyden methods performance scales in a more complex manner:
– B&H noise verses cost scaling is more complicated than:
– Noise= fun ( N Samples , t , x , C . I . parameters ,....) and is
–
–
–
generally nonlinear.
Noise vs. cost scaling becomes similar to DSMC
scaling but only in the limit of very low levels of noise
(& fine meshing). Our numerical experiments indicate
that it is in general much better behaved.
Advantage is even stronger when looking at problems of
engineering accuracy
In our runs Kn~0.1 breakeven point vs. direct integration
24
Plot of Convergence Rates of
Different Methods
• Plot of error for Direct integration, Broyden
and Baker Implicit code. Kn=0.025 # of
nodes 128. (log[Error] vs. log[CI
evaluations])
25
Error of Broyden vs. noise of F
• Show how sig=sig/N_inf in
multidimensions
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Broyden Step
• Broden formula
• Formula constraints
• Broyden Formula derivation
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Backup slides+notes
• [[check conv. History 4 high kn and 512]]
• “proper” kndsen layer with 100^3 and
lower noise kn=0.1 and at least 128
nodes. Replace one already in
presentation
• Change Conv. History plto to 512 and
kn0.025 and 30^3 cells
• N_inf vs. Kn for our pb’s to show our rough
break point….
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DSMC Performance Scaling
(Backup)
Direct Integration Cost:
Broyden Cost:
Slope Sampling Scaling is key:
Sample
2
Ns3
Ns
2
Analysis assumes sampling a small portion of run =>
N
4
3
tg
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B&H Noise for Different
Paramters(Backup)
For little extra computational Effort you get a dramatic decrease in
measurement error. compare for example pt. A, B and C.
dt.01,g.1Red
dt.1g.1Green dt.1g90Blue
dt.1,.01g1Orange
0.0001
A
Kn=?
0.00001
If only interested in eng.
Accuracy
N_inf=10^-4/sig_sample
B
1.´ 106
1.´ 107
Cost A=Cost B
Cost C=10 Cost A
C
1.´ 108
10
100
1000
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Distribution Function initilization
(Backup)
• Plot of norm f vs. step [[Possibly for
multiple kn
1
0.8
0.6
[[what kn? What state of F?]]
0.4
0.2
31
1000
2000
3000
4000
Scaling Arguments (Backup)
•
Why is it always O(10)? Well possibly because of this:
•
As per Kelly Newton’s is q-Quadratic and secent is Q-superlinear; Broyden is
somewhere in between.
The other plot is the MMA result using [a] x/nnn + noise
Kelly says eps=K eps^2 not exp[-2t]
•
•
MMA Model Problem in Multi-D
with Noise
-6
-6.2
-6.4
-6.6
-6.8
32
2.5
7.5
10
12.5
15
17.5
20
Can u answer these Questions
• Is it possible that O(10) will increase with
less noise Requrement
• If u reduce Dt sample to decrease noise,
don’t u increase N_inf??!!!
• [[Re-initializing a Run after it reaches its
minimum noise level with less noise as a method
of Confirming convergance or reducing noise
(NB: since we are somehow finding the null
space of the Jacobian aren’t we somehow
garanteed to have a sick matrix when we stall?)]]
33
Can u Explain B&H?
• What is importance sampling? & how is it
applied to CI? Write the appt. version of
CI.
• What is control variate M/C interation?
• How is the finite volume Spliting method
implemented? What are the various
Stability conditions?
34
Integration Stability Codnition
• CI step
• Convection Step
• Implicit step?
35
-7
-6
-5
-4
Log10[Input Noise]
-1
Log10[error]
-2
32
-3
16
512
-4
128
-5
64
36