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Mariana Clare1
Delft3D and XBeach User Day:
Coastal morphodynamics
Supervisors: Prof Matthew Piggott1,Dr.Colin Cotter1 and Dr.CatherineVillaret2
1Imperial College London 2East Point Geo Consulting
Using Multilevel Monte Carlo
Methods to assess erosion/flood
risk in the coastal zone
13th November 2019
m.clare17@imperial.ac.uk
February 2014 in Dawlish, Devon
2
This cost £35 million to fix and is estimated to have cost the Cornish economy £1.2 billion
3
Assessing Risk
Problem:
Two main sources of uncertainty which propagate into prediction values:
1. Model Uncertainty
2. Uncertainty in Input Data
Possible Solution:
Use Monte Carlo simulation varying parameters e.g. Callaghan et al. (2013)
Problem with Monte Carlo:
XBeach is computationally expensive:
Callaghan et al. (2013) estimate to use Monte Carlo with XBeach with their
problem would take 4.5 millennia
POSSIBLE SOLUTION 2:
MULTILEVEL MONTE CARLO METHODS
4
5
RECAP: Monte Carlo Simulation
Repeated random sampling of a variable from a distribution which are
then run through a model to produce a range of outcomes
Monte Carlo estimator for N sample points
e.g. ෣𝑋𝐵𝑒𝑎𝑐ℎ(𝑤) =
1
𝑁
σ𝑖=1
𝑁
𝑋𝐵𝑒𝑎𝑐ℎ(𝑤𝑖)
RECAP: Multilevel Grid
FINER grid
scales
MORE
Computationally
expensive
l = 0
l = 1
l = 2
l = 3
l = 4
6
Multilevel Monte Carlo (MLMC)
FINER
grid
scale
l = 0
l = 1
l = 2
l = 3
l = 4
7
we see
Using
same random number used to
generate Pi
l and Pi
l-1
Nl independent difference
estimators
Some MLMC Theory
8
where 𝑉𝑙 is the variance of the sample (𝑃𝑙
(𝑖)
− 𝑃𝑙
𝑖−1
) and 𝑁𝑙 the number of samples at each level
Variance is main source of error:
independent events
compared to O(Nl
-1/2)
for Monte Carlo
9
10
UNCERTAINTY IN BEACH BEDSLOPE ANGLE
Question: what is the maximum expected distance
along the x-axis the water reaches up the beach?
Angle Range
𝛼 ∈ [0, tan−1(0.5)]
11
Does MLMC work with XBeach?
1D
12
Does MLMC give a speed-up with XBeach?
Maximum expected surge distance: 873 m
1D Convergence Rate
13
Distribution
1D
14
Maximum expected surge distance: 869m
Runtime: 30 mins on 13 cores
2D
Convergence Rate
15
Distribution
2D
16
UNCERTAINTY INWAVEHEIGHT
Jonswap spectrum for
H0=2.5m, fp = 0.08s-1,
𝝲 = 3.3 and fynq = 0.3s-1
Waveheight Range
𝐻0 ∈ 1, 6 𝑚
17
Wave Runup Height
Source: Manual, EurOtop. "Wave Overtopping of Sea Defences and Related Structures–Assessment Manual." UK: NWH Allsop, T. Pullen, T. Bruce. NL: JW van
der Meer. DE: H. Schüttrumpf, A. Kortenhaus. www. overtopping-manual. com (2007).
18
Expected 𝑅 𝑢2%: 0.108m
Does MLMC work with XBeach?
19
20
Source: Gent, Marcel & Vroeg, J. (2008). Dune Erosion Prediction Method Based on Large-Scale Model Tests.
Erosion Volume
Use standard Delta Flume XBeach test case
Waveheight Range
𝐻0 ∈ 1, 6 𝑚
21
Expected erosion volume: 0.0138
Does MLMC work with XBeach?
22
• Introduce more complex wave profiles and coastal regions with
more complex shapes
• Investigate the effect of uncertainty in more than one parameter
for each test case simulation and for more than one quantity
• Investigate more parameters and more test cases – any ideas?
FURTHERWORK
23
▪ Giles, M. B. (2015). Multilevel Monte Carlo methods, Acta Numerica, 24:259-328.
▪ Callaghan, D. P., Ranasinghe, R., and Roelvink, D. (2013).Probabilistic estimation of storm
erosion using analytical, semi-empirical, and process based storm erosion models. Coastal
Engineering, 82:64-75.
▪ Cliffe, K. A., Giles, M. B., Scheichl, R., and Teckentrup, A. L. (2011). Multilevel Monte Carlo
methods and applications to elliptic PDEs with random coefficients. Computing and
Visualization in Science, 14(1):3-15.
▪ Roelvink, D.,Van Dongeren, A., McCall, R., Hoonhout, B.,Van Rooijen, A.,Van Geer, P., De Vet,
L., Nederhoff, K., and Quataert, E. (2015). XBeach technical reference: Kingsday release. Delft,
The Netherlands: Deltares,Technical report.
24

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DSD-INT 2019 Using Multilevel Monte Carlo Methods to assess erosion-flood risk in the coastal zone - Clare

  • 1. Mariana Clare1 Delft3D and XBeach User Day: Coastal morphodynamics Supervisors: Prof Matthew Piggott1,Dr.Colin Cotter1 and Dr.CatherineVillaret2 1Imperial College London 2East Point Geo Consulting Using Multilevel Monte Carlo Methods to assess erosion/flood risk in the coastal zone 13th November 2019 m.clare17@imperial.ac.uk
  • 2. February 2014 in Dawlish, Devon 2 This cost £35 million to fix and is estimated to have cost the Cornish economy £1.2 billion
  • 3. 3 Assessing Risk Problem: Two main sources of uncertainty which propagate into prediction values: 1. Model Uncertainty 2. Uncertainty in Input Data Possible Solution: Use Monte Carlo simulation varying parameters e.g. Callaghan et al. (2013) Problem with Monte Carlo: XBeach is computationally expensive: Callaghan et al. (2013) estimate to use Monte Carlo with XBeach with their problem would take 4.5 millennia
  • 4. POSSIBLE SOLUTION 2: MULTILEVEL MONTE CARLO METHODS 4
  • 5. 5 RECAP: Monte Carlo Simulation Repeated random sampling of a variable from a distribution which are then run through a model to produce a range of outcomes Monte Carlo estimator for N sample points e.g. ෣𝑋𝐵𝑒𝑎𝑐ℎ(𝑤) = 1 𝑁 σ𝑖=1 𝑁 𝑋𝐵𝑒𝑎𝑐ℎ(𝑤𝑖)
  • 6. RECAP: Multilevel Grid FINER grid scales MORE Computationally expensive l = 0 l = 1 l = 2 l = 3 l = 4 6
  • 7. Multilevel Monte Carlo (MLMC) FINER grid scale l = 0 l = 1 l = 2 l = 3 l = 4 7 we see Using same random number used to generate Pi l and Pi l-1 Nl independent difference estimators
  • 8. Some MLMC Theory 8 where 𝑉𝑙 is the variance of the sample (𝑃𝑙 (𝑖) − 𝑃𝑙 𝑖−1 ) and 𝑁𝑙 the number of samples at each level Variance is main source of error: independent events compared to O(Nl -1/2) for Monte Carlo
  • 9. 9
  • 10. 10 UNCERTAINTY IN BEACH BEDSLOPE ANGLE Question: what is the maximum expected distance along the x-axis the water reaches up the beach? Angle Range 𝛼 ∈ [0, tan−1(0.5)]
  • 11. 11 Does MLMC work with XBeach? 1D
  • 12. 12 Does MLMC give a speed-up with XBeach? Maximum expected surge distance: 873 m 1D Convergence Rate
  • 14. 14 Maximum expected surge distance: 869m Runtime: 30 mins on 13 cores 2D Convergence Rate
  • 16. 16 UNCERTAINTY INWAVEHEIGHT Jonswap spectrum for H0=2.5m, fp = 0.08s-1, 𝝲 = 3.3 and fynq = 0.3s-1 Waveheight Range 𝐻0 ∈ 1, 6 𝑚
  • 17. 17 Wave Runup Height Source: Manual, EurOtop. "Wave Overtopping of Sea Defences and Related Structures–Assessment Manual." UK: NWH Allsop, T. Pullen, T. Bruce. NL: JW van der Meer. DE: H. Schüttrumpf, A. Kortenhaus. www. overtopping-manual. com (2007).
  • 18. 18 Expected 𝑅 𝑢2%: 0.108m Does MLMC work with XBeach?
  • 19. 19
  • 20. 20 Source: Gent, Marcel & Vroeg, J. (2008). Dune Erosion Prediction Method Based on Large-Scale Model Tests. Erosion Volume Use standard Delta Flume XBeach test case Waveheight Range 𝐻0 ∈ 1, 6 𝑚
  • 21. 21 Expected erosion volume: 0.0138 Does MLMC work with XBeach?
  • 22. 22 • Introduce more complex wave profiles and coastal regions with more complex shapes • Investigate the effect of uncertainty in more than one parameter for each test case simulation and for more than one quantity • Investigate more parameters and more test cases – any ideas? FURTHERWORK
  • 23. 23
  • 24. ▪ Giles, M. B. (2015). Multilevel Monte Carlo methods, Acta Numerica, 24:259-328. ▪ Callaghan, D. P., Ranasinghe, R., and Roelvink, D. (2013).Probabilistic estimation of storm erosion using analytical, semi-empirical, and process based storm erosion models. Coastal Engineering, 82:64-75. ▪ Cliffe, K. A., Giles, M. B., Scheichl, R., and Teckentrup, A. L. (2011). Multilevel Monte Carlo methods and applications to elliptic PDEs with random coefficients. Computing and Visualization in Science, 14(1):3-15. ▪ Roelvink, D.,Van Dongeren, A., McCall, R., Hoonhout, B.,Van Rooijen, A.,Van Geer, P., De Vet, L., Nederhoff, K., and Quataert, E. (2015). XBeach technical reference: Kingsday release. Delft, The Netherlands: Deltares,Technical report. 24