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Return level estimation from non-stationary spatial data exhibiting multidimensional covariate effects

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Return level estimation from non-stationary spatial data exhibiting multidimensional covariate effects. / Jonathan, P.; Randell, D.; Wu, Y. et al.
In: Ocean Engineering, Vol. 88, 2014, p. 520-532.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Jonathan P, Randell D, Wu Y, Ewans K. Return level estimation from non-stationary spatial data exhibiting multidimensional covariate effects. Ocean Engineering. 2014;88:520-532. doi: 10.1016/j.oceaneng.2014.07.007

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Jonathan, P. ; Randell, D. ; Wu, Y. et al. / Return level estimation from non-stationary spatial data exhibiting multidimensional covariate effects. In: Ocean Engineering. 2014 ; Vol. 88. pp. 520-532.

Bibtex

@article{eaedbf3136fb424d96bdd1d9a61f7326,
title = "Return level estimation from non-stationary spatial data exhibiting multidimensional covariate effects",
abstract = "Careful modelling of non-stationarity is critical to reliable specification of marine and coastal design criteria. We present a spline based methodology to incorporate spatial, directional, temporal and other covariate effects in extreme value models for environmental variables such as storm severity. For storm peak significant wave height events, the approach uses quantile regression to estimate a suitable extremal threshold, a Poisson process model for the rate of occurrence of threshold exceedances, and a generalised Pareto model for size of threshold exceedances. Multidimensional covariate effects are incorporated at each stage using penalised (tensor products of) B-splines to give smooth model parameter variation as a function of multiple covariates. Optimal smoothing penalties are selected using cross-validation, and model uncertainty is quantified using a bootstrap re-sampling procedure. The method is applied to estimate return values for large spatial neighbourhoods of locations, incorporating spatial and directional effects. Extensions to joint modelling of multivariate extremes, incorporating extremal spatial dependence (using max-stable processes) or more general extremal dependence (using the conditional extremes approach) are outlined. {\textcopyright} 2014 Elsevier Ltd.",
keywords = "B-spline, Covariate, Extreme, Offshore design, Return value, Storm severity, Interpolation, Offshore structures, Ship propellers, Stability criteria, Uncertainty analysis, Covariates, Storms, bootstrapping, covariance analysis, design, model validation, multivariate analysis, offshore structure, regression analysis, smoothing, spatial data, storm",
author = "P. Jonathan and D. Randell and Y. Wu and K. Ewans",
year = "2014",
doi = "10.1016/j.oceaneng.2014.07.007",
language = "English",
volume = "88",
pages = "520--532",
journal = "Ocean Engineering",
issn = "0029-8018",
publisher = "Elsevier Ltd",

}

RIS

TY - JOUR

T1 - Return level estimation from non-stationary spatial data exhibiting multidimensional covariate effects

AU - Jonathan, P.

AU - Randell, D.

AU - Wu, Y.

AU - Ewans, K.

PY - 2014

Y1 - 2014

N2 - Careful modelling of non-stationarity is critical to reliable specification of marine and coastal design criteria. We present a spline based methodology to incorporate spatial, directional, temporal and other covariate effects in extreme value models for environmental variables such as storm severity. For storm peak significant wave height events, the approach uses quantile regression to estimate a suitable extremal threshold, a Poisson process model for the rate of occurrence of threshold exceedances, and a generalised Pareto model for size of threshold exceedances. Multidimensional covariate effects are incorporated at each stage using penalised (tensor products of) B-splines to give smooth model parameter variation as a function of multiple covariates. Optimal smoothing penalties are selected using cross-validation, and model uncertainty is quantified using a bootstrap re-sampling procedure. The method is applied to estimate return values for large spatial neighbourhoods of locations, incorporating spatial and directional effects. Extensions to joint modelling of multivariate extremes, incorporating extremal spatial dependence (using max-stable processes) or more general extremal dependence (using the conditional extremes approach) are outlined. © 2014 Elsevier Ltd.

AB - Careful modelling of non-stationarity is critical to reliable specification of marine and coastal design criteria. We present a spline based methodology to incorporate spatial, directional, temporal and other covariate effects in extreme value models for environmental variables such as storm severity. For storm peak significant wave height events, the approach uses quantile regression to estimate a suitable extremal threshold, a Poisson process model for the rate of occurrence of threshold exceedances, and a generalised Pareto model for size of threshold exceedances. Multidimensional covariate effects are incorporated at each stage using penalised (tensor products of) B-splines to give smooth model parameter variation as a function of multiple covariates. Optimal smoothing penalties are selected using cross-validation, and model uncertainty is quantified using a bootstrap re-sampling procedure. The method is applied to estimate return values for large spatial neighbourhoods of locations, incorporating spatial and directional effects. Extensions to joint modelling of multivariate extremes, incorporating extremal spatial dependence (using max-stable processes) or more general extremal dependence (using the conditional extremes approach) are outlined. © 2014 Elsevier Ltd.

KW - B-spline

KW - Covariate

KW - Extreme

KW - Offshore design

KW - Return value

KW - Storm severity

KW - Interpolation

KW - Offshore structures

KW - Ship propellers

KW - Stability criteria

KW - Uncertainty analysis

KW - Covariates

KW - Storms

KW - bootstrapping

KW - covariance analysis

KW - design

KW - model validation

KW - multivariate analysis

KW - offshore structure

KW - regression analysis

KW - smoothing

KW - spatial data

KW - storm

U2 - 10.1016/j.oceaneng.2014.07.007

DO - 10.1016/j.oceaneng.2014.07.007

M3 - Journal article

VL - 88

SP - 520

EP - 532

JO - Ocean Engineering

JF - Ocean Engineering

SN - 0029-8018

ER -