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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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. |
doi_str_mv | 10.1007/s00477-016-1345-0 |
format | Article |
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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.</description><identifier>ISSN: 1436-3240</identifier><identifier>EISSN: 1436-3259</identifier><identifier>DOI: 10.1007/s00477-016-1345-0</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>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</subject><ispartof>Stochastic environmental research and risk assessment, 2017-07, Vol.31 (5), p.1155-1169</ispartof><rights>Springer-Verlag Berlin Heidelberg 2016</rights><rights>Stochastic Environmental Research and Risk Assessment is a copyright of Springer, 2017.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c316t-6ac6a55ae7edd0d914e9d234d9e157e17e9c8c9218858287ab268ff8e00c85f73</citedby><cites>FETCH-LOGICAL-c316t-6ac6a55ae7edd0d914e9d234d9e157e17e9c8c9218858287ab268ff8e00c85f73</cites><orcidid>0000-0002-5338-6424</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00477-016-1345-0$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00477-016-1345-0$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,41467,42536,51297</link.rule.ids></links><search><creatorcontrib>Kinsvater, Paul</creatorcontrib><creatorcontrib>Fried, Roland</creatorcontrib><title>Conditional heavy-tail behavior with applications to precipitation and river flow extremes</title><title>Stochastic environmental research and risk assessment</title><addtitle>Stoch Environ Res Risk Assess</addtitle><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.</description><subject>Aquatic Pollution</subject><subject>Chemistry and Earth Sciences</subject><subject>Computational Intelligence</subject><subject>Computer Science</subject><subject>Computer simulation</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Environment</subject><subject>Environmental studies</subject><subject>Estimation</subject><subject>Extreme values</subject><subject>Hydrology</subject><subject>Math. Appl. in Environmental Science</subject><subject>Mathematical models</subject><subject>Maxima</subject><subject>Original Paper</subject><subject>Pareto optimum</subject><subject>Physics</subject><subject>Precipitation</subject><subject>Probability Theory and Stochastic Processes</subject><subject>Random walk theory</subject><subject>Regression analysis</subject><subject>River flow</subject><subject>Rivers</subject><subject>Scale (ratio)</subject><subject>Statistics for Engineering</subject><subject>Trend analysis</subject><subject>Waste Water Technology</subject><subject>Water Management</subject><subject>Water Pollution Control</subject><issn>1436-3240</issn><issn>1436-3259</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp1kE1LAzEQhoMoWLQ_wFvAc3Syu9kkRyl-QcGLXryENDtrI9tmTdLW_nu3rogXTzMMz_vCPIRccLjiAPI6AVRSMuA142UlGByRCa_KmpWF0Me_ewWnZJqSXwwZUWrNYUJeZ2Hd-OzD2nZ0iXa7Z9n6ji5wabc-RLrzeUlt33fe2QOWaA60j-h87_P3hdp1Q6PfYqRtF3YUP3PEFaZzctLaLuH0Z56Rl7vb59kDmz_dP85u5syVvM6stq62QliU2DTQaF6hboqyajRyIZFL1E45XXClhCqUtIuiVm2rEMAp0cryjFyOvX0MHxtM2byHTRz-SYZr0EIJXdQDxUfKxZBSxNb00a9s3BsO5mDRjBbNYNEcLBoYMsWYSQO7fsP4p_nf0BeZjnXn</recordid><startdate>20170701</startdate><enddate>20170701</enddate><creator>Kinsvater, Paul</creator><creator>Fried, Roland</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7XB</scope><scope>88I</scope><scope>8AO</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PATMY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>S0W</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-5338-6424</orcidid></search><sort><creationdate>20170701</creationdate><title>Conditional heavy-tail behavior with applications to precipitation and river flow extremes</title><author>Kinsvater, Paul ; Fried, Roland</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c316t-6ac6a55ae7edd0d914e9d234d9e157e17e9c8c9218858287ab268ff8e00c85f73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Aquatic Pollution</topic><topic>Chemistry and Earth Sciences</topic><topic>Computational Intelligence</topic><topic>Computer Science</topic><topic>Computer simulation</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Environment</topic><topic>Environmental studies</topic><topic>Estimation</topic><topic>Extreme values</topic><topic>Hydrology</topic><topic>Math. Appl. in Environmental Science</topic><topic>Mathematical models</topic><topic>Maxima</topic><topic>Original Paper</topic><topic>Pareto optimum</topic><topic>Physics</topic><topic>Precipitation</topic><topic>Probability Theory and Stochastic Processes</topic><topic>Random walk theory</topic><topic>Regression analysis</topic><topic>River flow</topic><topic>Rivers</topic><topic>Scale (ratio)</topic><topic>Statistics for Engineering</topic><topic>Trend analysis</topic><topic>Waste Water Technology</topic><topic>Water Management</topic><topic>Water Pollution Control</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kinsvater, Paul</creatorcontrib><creatorcontrib>Fried, Roland</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Environment Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>ProQuest Pharma Collection</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>DELNET Engineering & Technology Collection</collection><collection>Environment Abstracts</collection><jtitle>Stochastic environmental research and risk assessment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kinsvater, Paul</au><au>Fried, Roland</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Conditional heavy-tail behavior with applications to precipitation and river flow extremes</atitle><jtitle>Stochastic environmental research and risk assessment</jtitle><stitle>Stoch Environ Res Risk Assess</stitle><date>2017-07-01</date><risdate>2017</risdate><volume>31</volume><issue>5</issue><spage>1155</spage><epage>1169</epage><pages>1155-1169</pages><issn>1436-3240</issn><eissn>1436-3259</eissn><abstract>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.</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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source | SpringerLink Journals - AutoHoldings |
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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