parallel deflated cg method to simulate groundwater flow
TRANSCRIPT
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Problem Description Proposed solution Results Conclusions and Recommendations
Parallel Deflated CG Method to SimulateGroundwater Flow in a Layered Grid
Raju Ram
August 24, 2017
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Problem Description Proposed solution Results Conclusions and Recommendations
Agenda
1 Problem DescriptionGroundwater Flow
2 Proposed solution
3 Results
4 Conclusions and Recommendations
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Problem Description Proposed solution Results Conclusions and Recommendations
Hydrology Background
Figure: What is under the earth’s surface
About 98% of the earth’s available fresh water is presentbeneath the earth’s surface in soil pore spaces, calledgroundwater.Hydraulic head calculates measurement of liquid pressure isgroundwater.Darcy’s law defines the movement of water in the subsurface.
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Problem Description Proposed solution Results Conclusions and Recommendations
MODFLOW
MODFLOW softwaredeveloped by U.S GeologicalSurvey is used to simulategroundwater flow.
Cell centered finite volumediscretization: Domain isdivided into rectangularboxes called cells.
Geometries of underlyingcountries are notrectangular, MODFLOWcomputes head only atactive cells (red).
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Problem Description Proposed solution Results Conclusions and Recommendations
Groundwater Flow Equation
∂
∂x
(Kxx
∂h
∂x
)+
∂
∂y
(Kyy
∂h
∂y
)+
∂
∂z
(Kzz
∂h
∂z
)+ W = Ss
∂h
∂t
where,
Kxx , Kyy and Kzz are hydraulic conductivities along the x, y, and zcoordinate axes (LT−1).
W is volumetric flux per unit volume representingsources and sinks of water (T−1) .
Ss is specific storage of porous material (L−1).
h is Hydraulic head (L).
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Problem Description Proposed solution Results Conclusions and Recommendations
Finite Volume Discretization
Flow from cell (i , j − 1, k)into cell (i , j , k):
q(i ,j− 12) = CC(i ,j− 1
2)(hi ,j−1−hi ,j )
Continuity equation:
N∑n=1
qi ,j ,n = Ss∆V∆h
∆t
For N = 6, above becomes
qleft + qright + qup + qdown + qtop
+qbottom = Ss∆V∆h
∆t
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Problem Description Proposed solution Results Conclusions and Recommendations
System of Equations
CV(i ,j ,k− 12)h(i ,j ,k−1) + CR(i− 1
2,j ,k)h(i−1,j ,k) + CC(i ,j− 1
2,k)h(i ,j−1,k)+
Hch(i ,j ,k) + CC(i ,j+ 12),kh(i ,j+1,k) + CR(i+ 1
2,j ,k)h(i+1,j ,k)+
CV(i ,j ,k+ 12)h(i ,j ,k+1) = RHS(i ,j ,k)
System of equations of formAu = f .
Hc depends on h(i , j , k):system of equationsbecomes non-linear.
Picard iteration is used tomake the system linear.
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Problem Description Proposed solution Results Conclusions and Recommendations
Simulation Flowchart
Figure: Grounder water simulation flowchart
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Problem Description Proposed solution Results Conclusions and Recommendations
Block Jacobi Preconditioner M
Preconditioned ConjugateGradient (PCG) in ParallelKrylov Solver (PKS) solves:
M−1Au = M−1f .
For 2 subdomains:(A11 A12
A21 A22
)(u1u2
)=
(f1f2
).
A11u1 = f1 − A12u2
A22u2 = f2 − A21u1
Figure: Partitioning of grid using 2 processors inMODFLOW
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Problem Description Proposed solution Results Conclusions and Recommendations
Nederlands Hydrologisch Instrumentarium (NHI)
MODFLOW: 3DGroundwater flow using 7layers.
Numerical experiments forSteady state (SS) model,Stress loop and time loop isfixed.
Consider outer Picarditeration and inner PCGiteration.
Vary cell size: 250 m, 100m, 50 m.
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Problem Description Proposed solution Results Conclusions and Recommendations
Problem statement
PCG iterations increase withincreasing number ofsubdomains in PKS, due todecoupling in globalinformation.
Goal of this masters projectis to gain wall clock time byreducing the iterationincrease.
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Problem Description Proposed solution Results Conclusions and Recommendations
Summary: Problem Description
So far we covered ...
Hydrological background behind the problem.Finite Volume Discretization.Preconditioner.Problem statement.
Next ...
Deflation Preconditioner
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Problem Description Proposed solution Results Conclusions and Recommendations
Summary: Problem Description
So far we covered ...
Hydrological background behind the problem.Finite Volume Discretization.Preconditioner.Problem statement.
Next ...
Deflation Preconditioner
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Problem Description Proposed solution Results Conclusions and Recommendations
Our approach: Deflation
Eigenvectors with small eigenvalues hampers the PCGconvergence.
(a) Constant deflationvectors (b) Linear deflation vectors
We approximate the eigenvectors with constant deflationvectors (CDPCG) and linear deflation vectors (LDPCG).
Columns of deflation matrix Z are deflation vectors.
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Problem Description Proposed solution Results Conclusions and Recommendations
Basic Idea Behind Deflation Preconditioner
a) Used to remove influence of k small eigenvalues. Conditionnumber reduces to λn
λk+1from λn
λ1.
b) We define projectorP1 = I − AZE−1ZT , P2 = I − ZE−1ZTA
c) Solve for deflated system: P1Au = P1f .
d) u = (I − P2)u + P2u,
e) (I − P2)u in d) becomes ZE−1ZT f .
f) P2u = P2u, substitute u from c) in d) to obtain u.
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Problem Description Proposed solution Results Conclusions and Recommendations
Basic Idea Behind Deflation Preconditioner
a) Used to remove influence of k small eigenvalues. Conditionnumber reduces to λn
λk+1from λn
λ1.
b) We define projectorP1 = I − AZE−1ZT , P2 = I − ZE−1ZTA
c) Solve for deflated system: P1Au = P1f .
d) u = (I − P2)u + P2u,
e) (I − P2)u in d) becomes ZE−1ZT f .
f) P2u = P2u, substitute u from c) in d) to obtain u.
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Problem Description Proposed solution Results Conclusions and Recommendations
Basic Idea Behind Deflation Preconditioner
a) Used to remove influence of k small eigenvalues. Conditionnumber reduces to λn
λk+1from λn
λ1.
b) We define projectorP1 = I − AZE−1ZT , P2 = I − ZE−1ZTA
c) Solve for deflated system: P1Au = P1f .
d) u = (I − P2)u + P2u,
e) (I − P2)u in d) becomes ZE−1ZT f .
f) P2u = P2u, substitute u from c) in d) to obtain u.
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Problem Description Proposed solution Results Conclusions and Recommendations
Basic Idea Behind Deflation Preconditioner
a) Used to remove influence of k small eigenvalues. Conditionnumber reduces to λn
λk+1from λn
λ1.
b) We define projectorP1 = I − AZE−1ZT , P2 = I − ZE−1ZTA
c) Solve for deflated system: P1Au = P1f .
d) u = (I − P2)u + P2u,
e) (I − P2)u in d) becomes ZE−1ZT f .
f) P2u = P2u, substitute u from c) in d) to obtain u.
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Problem Description Proposed solution Results Conclusions and Recommendations
Basic Idea Behind Deflation Preconditioner
a) Used to remove influence of k small eigenvalues. Conditionnumber reduces to λn
λk+1from λn
λ1.
b) We define projectorP1 = I − AZE−1ZT , P2 = I − ZE−1ZTA
c) Solve for deflated system: P1Au = P1f .
d) u = (I − P2)u + P2u,
e) (I − P2)u in d) becomes ZE−1ZT f .
f) P2u = P2u, substitute u from c) in d) to obtain u.
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Problem Description Proposed solution Results Conclusions and Recommendations
Basic Idea Behind Deflation Preconditioner
a) Used to remove influence of k small eigenvalues. Conditionnumber reduces to λn
λk+1from λn
λ1.
b) We define projectorP1 = I − AZE−1ZT , P2 = I − ZE−1ZTA
c) Solve for deflated system: P1Au = P1f .
d) u = (I − P2)u + P2u,
e) (I − P2)u in d) becomes ZE−1ZT f .
f) P2u = P2u, substitute u from c) in d) to obtain u.
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Problem Description Proposed solution Results Conclusions and Recommendations
What to add in PCG to make it DPCG?
Deflation pre processing phase: residual update
solve Eq1 = ZT r (0),E = ZTAZ , sparse LU to decompose E
r (0) = r (0) − AZq1
Deflation runtime phase: DPCG mat-vec prod:
Ax = r (0)Deflation−−−−−→ P1Ax = P1r
(0)
solve Eq(k)3 = ZT v (k)
P1v(k) = v (k) − AZq
(k)3
Deflation post processing phase:
Solve for q2 : Eq2 = ZTAx
Solution correction: u = Z (q1 − q2) + x + u(0)
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Problem Description Proposed solution Results Conclusions and Recommendations
Deflated PCG Algorithm
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Problem Description Proposed solution Results Conclusions and Recommendations
Choosing Deflation Vectors
Extraction of onesubdomain from theNetherlands domain.
The brown layer denoteghost layer cells. Figure: Deflation vectors: a) in CDPCG
and a)-d) in LDPCG
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Problem Description Proposed solution Results Conclusions and Recommendations
Summary: Proposed Solution
We discussed Deflation algorithm.
Choosing deflation vectors in NHI Steady State (SS) model .
What next?: Numerical results for various models.
cell size: 250 m, two layer iMOD unit case.cell size: 100 m, seven layer NHI SS model.cell size: 50 m, seven layer NHI SS model.
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Problem Description Proposed solution Results Conclusions and Recommendations
Summary: Proposed Solution
We discussed Deflation algorithm.
Choosing deflation vectors in NHI Steady State (SS) model .
What next?: Numerical results for various models.
cell size: 250 m, two layer iMOD unit case.cell size: 100 m, seven layer NHI SS model.cell size: 50 m, seven layer NHI SS model.
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Problem Description Proposed solution Results Conclusions and Recommendations
Summary: Proposed Solution
We discussed Deflation algorithm.
Choosing deflation vectors in NHI Steady State (SS) model .
What next?: Numerical results for various models.
cell size: 250 m, two layer iMOD unit case.cell size: 100 m, seven layer NHI SS model.cell size: 50 m, seven layer NHI SS model.
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Problem Description Proposed solution Results Conclusions and Recommendations
250 m, Two Layer iMOD Unit Case Iterations
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Problem Description Proposed solution Results Conclusions and Recommendations
NHI 100m Cellsize: Iteration Improvement
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Problem Description Proposed solution Results Conclusions and Recommendations
NHI 50m Cellsize: Iteration Improvement
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Problem Description Proposed solution Results Conclusions and Recommendations
NHI 50m Cellsize: Inner Iteration in Each Picard Iteration
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Problem Description Proposed solution Results Conclusions and Recommendations
Overview of Results: 100 Subdomains
PCG CDPCG LDPCG LDPCG SU
Cell size Iters Iters SU Iters SU vs CDPCG SU
250 2527 1768 1.43 1496 1.69 1.18
100 10775 5209 2.07 3313 3.25 1.57
50 20927 10244 2.04 4966 4.21 2.06
Table: Speed up in iterations (Iters) for NHI SS model with 100subdomains, SU stands for speed up.
Performance of LDPCG improves for higher resolution odels.
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Problem Description Proposed solution Results Conclusions and Recommendations
Improvement in Wall Clock Time: NHI SS 100m
Huge decrease in iterations Setup time: LDPCG
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Problem Description Proposed solution Results Conclusions and Recommendations
Speed up in NHI SS 100m: 4 subdomains as a reference
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Problem Description Proposed solution Results Conclusions and Recommendations
Challenges
LDPCG method (especially the construction of E ) is difficultto implement.
Load imbalance issue due to active cell of ghost layer arises,even after using Recursive Coordinate Bisection (RCB)domain decomposition.
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Problem Description Proposed solution Results Conclusions and Recommendations
Conclusions
Deflation preconditioner (using linear deflation vectors) haspotential to achieve speed up in a wall clock time by factor 4.
The wall clock improvement is obtained due to huge decreasein iterations.
Linear deflation vectors seems to be the optimal choice in thedeflation preconditioner.
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Problem Description Proposed solution Results Conclusions and Recommendations
Conclusions
Deflation preconditioner (using linear deflation vectors) haspotential to achieve speed up in a wall clock time by factor 4.
The wall clock improvement is obtained due to huge decreasein iterations.
Linear deflation vectors seems to be the optimal choice in thedeflation preconditioner.
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Problem Description Proposed solution Results Conclusions and Recommendations
Conclusions
Deflation preconditioner (using linear deflation vectors) haspotential to achieve speed up in a wall clock time by factor 4.
The wall clock improvement is obtained due to huge decreasein iterations.
Linear deflation vectors seems to be the optimal choice in thedeflation preconditioner.
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Problem Description Proposed solution Results Conclusions and Recommendations
Recommendations
Investigate the serial solver convergence: by changing themaximum number of inner iterations, checking accuracy ofILU(0) subdomain solve.
Reduce the local communication in constructing AZ withlinear deflation vectors.
Investigate the load imbalance in PCG and deflated PCG.
Check Deflation performance in NHI transient simulation.
Implement deflation in other Deltaras packages such asSEAWAT (used for fresh salt groundwater computation).
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Problem Description Proposed solution Results Conclusions and Recommendations
Recommendations
Investigate the serial solver convergence: by changing themaximum number of inner iterations, checking accuracy ofILU(0) subdomain solve.
Reduce the local communication in constructing AZ withlinear deflation vectors.
Investigate the load imbalance in PCG and deflated PCG.
Check Deflation performance in NHI transient simulation.
Implement deflation in other Deltaras packages such asSEAWAT (used for fresh salt groundwater computation).
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Problem Description Proposed solution Results Conclusions and Recommendations
Recommendations
Investigate the serial solver convergence: by changing themaximum number of inner iterations, checking accuracy ofILU(0) subdomain solve.
Reduce the local communication in constructing AZ withlinear deflation vectors.
Investigate the load imbalance in PCG and deflated PCG.
Check Deflation performance in NHI transient simulation.
Implement deflation in other Deltaras packages such asSEAWAT (used for fresh salt groundwater computation).
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Problem Description Proposed solution Results Conclusions and Recommendations
Recommendations
Investigate the serial solver convergence: by changing themaximum number of inner iterations, checking accuracy ofILU(0) subdomain solve.
Reduce the local communication in constructing AZ withlinear deflation vectors.
Investigate the load imbalance in PCG and deflated PCG.
Check Deflation performance in NHI transient simulation.
Implement deflation in other Deltaras packages such asSEAWAT (used for fresh salt groundwater computation).
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Problem Description Proposed solution Results Conclusions and Recommendations
Recommendations
Investigate the serial solver convergence: by changing themaximum number of inner iterations, checking accuracy ofILU(0) subdomain solve.
Reduce the local communication in constructing AZ withlinear deflation vectors.
Investigate the load imbalance in PCG and deflated PCG.
Check Deflation performance in NHI transient simulation.
Implement deflation in other Deltaras packages such asSEAWAT (used for fresh salt groundwater computation).
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Problem Description Proposed solution Results Conclusions and Recommendations
References
Jarno Verkaik, First Applications of the New Parallel KrylovSolver for MODFLOW on a National and Global Scale.
PKS Workshop, iMOD Delft software days (DSD), 14 June2017, Deltares
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Problem Description Proposed solution Results Conclusions and Recommendations
Questions/Feedback ?
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