climate change, hydrodynamical models & extreme sea levels
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Climate change, hydrodynamical models & extreme sea levels. Adam Butler Janet Heffernan Jonathan Tawn Lancaster University Department of Mathematics & Statistics. The problem. Introduction. Understanding the impacts of climate change upon extreme sea levels . - PowerPoint PPT PresentationTRANSCRIPT
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Climate change,hydrodynamical models & extreme sea levels
Adam ButlerJanet HeffernanJonathan Tawn Lancaster University Department of Mathematics & Statistics
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The problem
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Introduction
Understanding the impacts of climate change upon extreme sea levels.
Understanding spatial variation in impacts.
Use statistical ideas of spatial statistics and extreme value theory (Smith, 2002).
Attempt to build physically realistic models.
Applications: flood defence, offshore engineering, insurance…
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Hydrodynamical models
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POL models < 35km NEAC grid <
12km NISE grid V V
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Observed climate inputs
Run using observational climate data. Model run for period 1970-1999. Run on NICE and NEAC grids.
Reasonable fit to observational data (Flather, 1987).
Test for evidence for a linear temporal trend in extreme values.
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Climate sensitivity
Generate 30-year long sequences of model output under two hypothetical climate scenarios:
1 “Current” CO2 levels2 Double “current” CO2 levels
Sequences are stationary. Climate inputs generated using the ECHAM-4 climate model.
We will construct parametric models. Interest is in comparing the parameter estimates obtained
under the two scenarios.
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Univariate extremes
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The GEV distribution
Blockwise maxima converge to a GEV (Generalized Extreme Value) distribution:
is the shape parameter.
Conditions for convergence include:• independence or weak dependence • stationarity (Leadbetter, 1987).
/1
)(1exp)(
xxF
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Modelling extremes
General ideas Ignore distribution of original data. Can model maxima using GEV distribution. Alternative approaches to extremes exist: e.g. threshold methods (Coles, 2001).
Application to the POL data Model the annual maxima at each site. Assume independence between sites.
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Previous findings Surge residuals
Changes (cm) in 50 year surge levels for the NISE grid.
Estimates exhibit spatial variability.
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Spatial extremes
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Multivariate extremes Componentwise maxima Multivariate Extreme Value Distribution Nonparametric or parametric estimation ?
Parametric approaches Marginal and dependence characteristics. The Multivariate Logistic Distribution
Alternative parametric models (Tawn, ?) Physically motivated subsets
d
iixxF
1
/1exp)(
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Multivariate logistic distribution
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Multivariate logistic distribution
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Multivariate logistic distribution
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Multivariate logistic distribution
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Spatial extremes
• Assume smooth spatial variation in GEV parameters.
• This implies spatial coherence. Assume that observations at neighbouring sites are
spatially dependent. Use a multivariate approach to extremes, with one
dimension for each site.
Benefits Improved efficiency in parameter estimation. Interpretable estimates of spatial structure. Allows extrapolation to ungauged sites. Enables regional-level estimates to be derived.
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Current work
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Marginal or joint estimation?
Bivariate case, GEV margins, logistic dependence.
Three possible methods for estimation: • joint likelihood (“joint”),• product of marginal likelihoods (“marginal”)• robust version of “marginal” approach
Marginal approach results in reduced efficiency if there is dependence.
How large is this effect ? Simulation study.
See: Shi, Smith & Coles (1992), Barao & Tawn (1999).
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Conclusions
Further work “Bivariate efficiency” study Comparison of approaches to spatial extremes POL data: extremal trends POL data: climate sensitivity Scottish rainfall data…?
Statistical significance Application of modern extreme value methods in an
applied context High dimensionality
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Questions ?