Abstract

AbstractMultivariate extreme value models are used to estimate joint risk in a number of applications, with a particular focus on environmental fields ranging from climatology and hydrology to oceanography and seismic hazards. The semi‐parametric conditional extreme value model of Heffernan and Tawn involving a multivariate regression provides the most suitable of current statistical models in terms of its flexibility to handle a range of extremal dependence classes. However, the standard inference for the joint distribution of the residuals of this model suffers from the curse of dimensionality because, in a d‐dimensional application, it involves a d−1‐dimensional nonparametric density estimator, which requires, for accuracy, a number points and commensurate effort that is exponential in d. Furthermore, it does not allow for any partially missing observations to be included, and a previous proposal to address this is extremely computationally intensive, making its use prohibitive if the proportion of missing data is nontrivial. We propose to replace the d−1‐dimensional nonparametric density estimator with a model‐based copula with univariate marginal densities estimated using kernel methods. This approach provides statistically and computationally efficient estimates whatever the dimension, d, or the degree of missing data. Evidence is presented to show that the benefits of this approach substantially outweigh potential misspecification errors. The methods are illustrated through the analysis of UK river flow data at a network of 46 sites and assessing the rarity of the 2015 floods in North West England.

Highlights

  • Widespread ooding, such as the events of winter 2015/2016 in the UK, demonstrate the importance of understanding the likelihood of multiple locations experiencing extreme river ows

  • We need to know about marginal risk assessment at gauge i, through estimating the probabilities P (Ri > vi), i = 1, . . . , d, and for joint risk assessment the probability P (R ∈ A) where A = {r = (r1, . . . , rd) ∈ Rd : ri > vi, i = 1, . . . , d}

  • Here we show plenty of evidence to suggest that the Gaussian copula is suitable for modelling the residual copula structure, mainly as it plays a secondary role in capturing the extremal dependence relative to the Heernan and Tawn (2004) regression parameters

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Summary

Introduction

Widespread ooding, such as the events of winter 2015/2016 in the UK, demonstrate the importance of understanding the likelihood of multiple locations experiencing extreme river ows. This approach, which assumes a Gaussian copula for the joint distribution of missing and observed residuals only, and treats fully observed variables empirically, is hugely computationally intensive when the amount of missing data is non-trivial It fails to address all the other problems with the Heernan and Tawn (2004) method that are described above. In this paper the full residual distribution is modelled semi-parametrically: one-dimensional kernel-smoothed distribution functions capture the marginal behaviours of the observed residuals and a Gaussian copula is used for their dependence structure (Joe, 2014) This change in approach may at rst seem rather small it has major implications for the applicability of the method, in that it addresses all the problematic issues of Heernan and Tawn (2004) as well as handling large volumes of missing data eciently. Throughout the paper all vector algebra is to be interpreted as being componentwise

Marginal model
Extremal Model for Conditional Dependence
Inference
New Modelling Features
Tests of the Gaussian copula assumption
Handling missing values
Connections with other models
Simulation Algorithm and Joint Event Estimation
Estimation of joint extreme events
Simulation Study
River Flow Applications
Assessing the Gaussian copula
Conditional probabilities for ood risk management
Large-scale study
Findings
Discussion
Full Text
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