Conditional heavy-tail behavior with applications to precipitation and river flow extremes

This article deals with the right-tail behavior of a response distribution F Y conditional on a regressor vector X = x restricted to the heavy-tailed case of Pareto-type conditional distributions F Y ( y | x ) = P ( Y ≤ y | X = x ) , with heaviness of the right tail characterized by the conditional...

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Veröffentlicht in:Stochastic environmental research and risk assessment 2017-07, Vol.31 (5), p.1155-1169
Hauptverfasser: Kinsvater, Paul, Fried, Roland
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description This article deals with the right-tail behavior of a response distribution F Y conditional on a regressor vector X = x restricted to the heavy-tailed case of Pareto-type conditional distributions F Y ( y | x ) = P ( Y ≤ y | X = x ) , with heaviness of the right tail characterized by the conditional extreme value index γ ( x ) > 0 . We particularly focus on testing the hypothesis H 0 , t a i l : γ ( x ) = γ 0 of constant tail behavior for some γ 0 > 0 and all possible x . When considering x as a time index, the term trend analysis is commonly used. In the recent past several such trend analyses in extreme value data have been published, mostly focusing on time-varying modeling of location or scale parameters of the response distribution. In many such environmental studies a simple test against trend based on Kendall’s tau statistic is applied. This test is powerful when the center of the conditional distribution F Y ( y | x ) changes monotonically in x , for instance, in a simple location model μ ( x ) = μ 0 + x · μ 1 , x = ( 1 , x ) ′ , but the test is rather insensitive against monotonic tail behavior, say, γ ( x ) = η 0 + x · η 1 . This has to be considered, since for many environmental applications the main interest is on the tail rather than the center of a distribution. Our work is motivated by this problem and it is our goal to demonstrate the opportunities and the limits of detecting and estimating non-constant conditional heavy-tail behavior with regard to applications from hydrology. We present and compare four different procedures by simulations and illustrate our findings on real data from hydrology: weekly maxima of hourly precipitation from France and monthly maximal river flows from Germany.
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We particularly focus on testing the hypothesis H 0 , t a i l : γ ( x ) = γ 0 of constant tail behavior for some γ 0 &gt; 0 and all possible x . When considering x as a time index, the term trend analysis is commonly used. In the recent past several such trend analyses in extreme value data have been published, mostly focusing on time-varying modeling of location or scale parameters of the response distribution. In many such environmental studies a simple test against trend based on Kendall’s tau statistic is applied. This test is powerful when the center of the conditional distribution F Y ( y | x ) changes monotonically in x , for instance, in a simple location model μ ( x ) = μ 0 + x · μ 1 , x = ( 1 , x ) ′ , but the test is rather insensitive against monotonic tail behavior, say, γ ( x ) = η 0 + x · η 1 . This has to be considered, since for many environmental applications the main interest is on the tail rather than the center of a distribution. 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Our work is motivated by this problem and it is our goal to demonstrate the opportunities and the limits of detecting and estimating non-constant conditional heavy-tail behavior with regard to applications from hydrology. We present and compare four different procedures by simulations and illustrate our findings on real data from hydrology: weekly maxima of hourly precipitation from France and monthly maximal river flows from Germany.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s00477-016-1345-0</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0002-5338-6424</orcidid></addata></record>
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subjects Aquatic Pollution
Chemistry and Earth Sciences
Computational Intelligence
Computer Science
Computer simulation
Earth and Environmental Science
Earth Sciences
Environment
Environmental studies
Estimation
Extreme values
Hydrology
Math. Appl. in Environmental Science
Mathematical models
Maxima
Original Paper
Pareto optimum
Physics
Precipitation
Probability Theory and Stochastic Processes
Random walk theory
Regression analysis
River flow
Rivers
Scale (ratio)
Statistics for Engineering
Trend analysis
Waste Water Technology
Water Management
Water Pollution Control
title Conditional heavy-tail behavior with applications to precipitation and river flow extremes
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