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ISSM WORKSHOP 2016 ISSM Workshop 2016 Ice Sheet System Model Inverse Methods Mathieu MORLIGHEM 1 1 University of California, Irvine June 2016 ©Copyright 2016. All rights reserved

Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

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Page 1: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6

ISSM Workshop 2016

Ice Sheet System ModelInverse Methods

Mathieu MORLIGHEM1

1University of California, Irvine

June 2016 ©Copyright 2016. All rights reserved

Page 2: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Outline

1 IntroductionModel equationsInverse problemAlgorithm

2 Hands on 1 (ice rigidity)Initial stateInversion

3 Hands on 2 (friction)

M. Morlighem — Inverse Methods 1/10

Page 3: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Ice flow model equations

Field equations

1 Stokes flow:∇ · σ + ρ g = 0 (1)

2 Incompressibility:∇ · v = 0 (2)

3 Constitutive law:

σ′ = σ + p I = 2µε µ =B

2 ε1−1/ne

(3)

Boundary conditions

Ice/Air interface: Free surface σ · n = Patm n ' 0 on Γs

Ice/Ocean interface: water pressure σ · n = Pw n on Γw

Ice/Bedrock interface (1): lateral friction(σ · n + α2v

)‖ = 0 on Γb

Ice/Bedrock interface (2): impenetrability v · n = −Mb nz on Γb

M. Morlighem — Inverse Methods 2/10

Page 4: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Ice flow model equations

Field equations

1 Stokes flow:∇ · σ + ρ g = 0 (1)

2 Incompressibility:∇ · v = 0 (2)

3 Constitutive law:

σ′ = σ + p I = 2µε µ =B

2 ε1−1/ne

(3)

Boundary conditions

Ice/Air interface: Free surface σ · n = Patm n ' 0 on Γs

Ice/Ocean interface: water pressure σ · n = Pw n on Γw

Ice/Bedrock interface (1): lateral friction(σ · n + α2v

)‖ = 0 on Γb

Ice/Bedrock interface (2): impenetrability v · n = −Mb nz on Γb

M. Morlighem — Inverse Methods 2/10

Page 5: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Ice flow model equations

Field equations

1 Stokes flow:∇ · σ + ρ g = 0 (1)

2 Incompressibility:∇ · v = 0 (2)

3 Constitutive law:

σ′ = σ + p I = 2µε µ =B

2 ε1−1/ne

(3)

Boundary conditions

Ice/Air interface: Free surface σ · n = Patm n ' 0 on Γs

Ice/Ocean interface: water pressure σ · n = Pw n on Γw

Ice/Bedrock interface (1): lateral friction(σ · n + α2v

)‖ = 0 on Γb

Ice/Bedrock interface (2): impenetrability v · n = −Mb nz on Γb

M. Morlighem — Inverse Methods 2/10

Page 6: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Inverse problems

• Basal friction and ice hardness are difficult to measure• Use extra datasets to infer unknows

→ ex: surface velocities derived from InSAR

PDE-constrained optimization

Minimize cost function

J (v, α) =12

∫Γs

(vx − vobs

x

)2+(

vy − vobsy

)2dS +R (α) (4)

Subject to:∇ · 2µε−∇p + ρg = 0 in Ω

∇ · v = 0 in Ω

σ · n = f on Γs ∪ Γw(σ · n + α2v

)‖ = 0 on Γb

v · n = −Mb nz on Γb

(5)

M. Morlighem — Inverse Methods 3/10

Page 7: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Inverse problems

• Basal friction and ice hardness are difficult to measure• Use extra datasets to infer unknows

→ ex: surface velocities derived from InSAR

PDE-constrained optimization

Minimize cost function

J (v, α) =12

∫Γs

(vx − vobs

x

)2+(

vy − vobsy

)2dS +R (α) (4)

Subject to:∇ · 2µε−∇p + ρg = 0 in Ω

∇ · v = 0 in Ω

σ · n = f on Γs ∪ Γw(σ · n + α2v

)‖ = 0 on Γb

v · n = −Mb nz on Γb

(5)

M. Morlighem — Inverse Methods 3/10

Page 8: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Algorithm of resolution

Initialize parameter p0

Solve the forward problem

Solve the adjoint problem

Compute gradient J ′ (pn)

Exit

Test step size µn

pn+1 = pn − µnJ′ (pn)

Evaluate misfit J

Brent search

G (d,pn) = 0

M. Morlighem — Inverse Methods 4/10

Page 9: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Hands on 1 (ice rigidity)

3 %Generate observations4 md = model;5 md = triangle(md,'DomainOutline.exp',100000);6 md = setmask(md,'all','');7 md = parameterize(md,'Square.par');8 md = setflowequation(md,'SSA','all');9 md.cluster = generic('np',2);

10 md = solve(md,StressbalanceSolutionEnum());

19 md.materials.rheology_B=1.8*10^8*ones(md.mesh.numberofvertices,1);20 md.materials.rheology_B(find(md.mesh.x<md.mesh.y))=1.4*10^8;

"True" B

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

1.3

1.4

1.5

1.6

1.7

1.8

1.9×10

8"observed velocities"

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

0

2000

4000

6000

8000

10000

12000

M. Morlighem — Inverse Methods 5/10

Page 10: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Start from constant hardness

16 %Modify rheology, now constant17 loadmodel('model1.mat');18 md.materials.rheology_B(:) = 1.8*10^8;19

20 %results of previous run are taken as observations21 md.inversion=m1qn3inversion();22 md.inversion.vx_obs = md.results.StressbalanceSolution.Vx;23 md.inversion.vy_obs = md.results.StressbalanceSolution.Vy;24 md.inversion.vel_obs = md.results.StressbalanceSolution.Vel;25

26 md = solve(md,StressbalanceSolutionEnum());

B first guess

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

1.3

1.4

1.5

1.6

1.7

1.8

1.9×10

8 modeled velocities

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

M. Morlighem — Inverse Methods 6/10

Page 11: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Inverse method

32 %invert for ice rigidity33 loadmodel('model2.mat');3435 %Set up inversion parameters36 maxsteps = 20;37 md.inversion.iscontrol = 1;38 md.inversion.control_parameters = 'MaterialsRheologyBbar';39 md.inversion.maxsteps = maxsteps;40 md.inversion.cost_functions = 101;41 md.inversion.cost_functions_coefficients = ones(md.mesh.numberofvertices,1);42 md.inversion.min_parameters = cuffey(273)*ones(md.mesh.numberofvertices,1);43 md.inversion.max_parameters = cuffey(200)*ones(md.mesh.numberofvertices,1);4445 %Go solve!46 md.verbose=verbose(0);47 md=solve(md,StressbalanceSolutionEnum());

M. Morlighem — Inverse Methods 7/10

Page 12: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Inverse method

inferred B

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

1.3

1.4

1.5

1.6

1.7

1.8

1.9×10

8modeled velocities

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

0

2000

4000

6000

8000

10000

12000

M. Morlighem — Inverse Methods 8/10

Page 13: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Inverse method

• Add Tikhonov regularization

J (B) =

∫Γs

12

(vx − vobs

x

)2+

12

(vx − vobs

x

)2dΓ +

∫Ω

12∇B · ∇BdΩ (6)

60 md.inversion.cost_functions = [101 502];61 md.inversion.cost_functions_coefficients = ones(md.mesh.numberofvertices,1);62 md.inversion.cost_functions_coefficients(:,2) = 10^-16*ones(md.mesh.numberofvertices,1);

inferred B

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

1.3

1.4

1.5

1.6

1.7

1.8

1.9×10

8modeled velocities

0 2 4 6 8 10

×105

0

1

2

3

4

5

6

7

8

9

10×10

5

0

2000

4000

6000

8000

10000

12000

M. Morlighem — Inverse Methods 9/10

Page 14: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

I S S M W O R K S H O P 2 0 1 6 J P L / U C I R V I N E

Introduction Hands on 1 (ice rigidity) Hands on 2 (friction)

Hands on 2 (friction)

• Same example but now for a grounded glacier:

• Changes step 1:1 increase bed and surface elevation by 100 m

2 mask is now all grounded

3 B = 1.8× 108 uniform

4 friction coefficient: 50, and 10 for 600000 < x < 400000

• Changes step 2:1 friction coefficient uniform (50)

• Changes step 3:1 We now invert for ’FrictionCoefficient’

2 Do we keep the same cost function (probably not...)?

3 we want the parameter to be between 1 and 100

M. Morlighem — Inverse Methods 10/10

Page 15: Ice Sheet System Model - Inverse Methods · Ice flow model equations Field equations 1 Stokes flow: r˙+ ˆg = 0 (1) 2 Incompressibility: rv = 0 (2) 3 Constitutive law: ˙0= ˙+

Thanks!