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    Characterization of Precipitation through Copulas and Expert Judgement for Risk Assessment of Infrastructure

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 004
    Author:
    Oswaldo Morales-Nápoles
    ,
    Dominik Paprotny
    ,
    Daniël Worm
    ,
    Linda Abspoel-Bukman
    ,
    Wim Courage
    DOI: 10.1061/AJRUA6.0000914
    Publisher: American Society of Civil Engineers
    Abstract: In this paper two methodologies are investigated that contribute to better assessment of risks related to extreme rainfall events. Firstly, one-parameter bivariate copulas are used to analyze rain gauge data in the Netherlands. Out of three models considered, the Gumbel copula, which indicates upper tail dependence, represents the data most accurately for all 33 stations in the Netherlands. Seasonal variability is noticeable, with rank correlation reaching maximum in winter and minimum in summer as well as other temporal and spatial patterns. Secondly, an expert judgment elicitation was undertaken. The experts’ opinions were combined using Cooke’s classical method in order to obtain estimates of future changes in precipitation patterns. Experts predicted mostly an approximate 10% increase in rain amount, duration, intensity and the dependence between amount and duration. The results were in line with official national climate change scenarios, based on numerical modelling. Applicability of both methods was presented based on an example of an existing tunnel in the Netherlands, contributing to better estimates of the tunnel’s limit state function and therefore the probability of failure.
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      Characterization of Precipitation through Copulas and Expert Judgement for Risk Assessment of Infrastructure

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4239286
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorOswaldo Morales-Nápoles
    contributor authorDominik Paprotny
    contributor authorDaniël Worm
    contributor authorLinda Abspoel-Bukman
    contributor authorWim Courage
    date accessioned2017-12-16T09:09:17Z
    date available2017-12-16T09:09:17Z
    date issued2017
    identifier otherAJRUA6.0000914.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239286
    description abstractIn this paper two methodologies are investigated that contribute to better assessment of risks related to extreme rainfall events. Firstly, one-parameter bivariate copulas are used to analyze rain gauge data in the Netherlands. Out of three models considered, the Gumbel copula, which indicates upper tail dependence, represents the data most accurately for all 33 stations in the Netherlands. Seasonal variability is noticeable, with rank correlation reaching maximum in winter and minimum in summer as well as other temporal and spatial patterns. Secondly, an expert judgment elicitation was undertaken. The experts’ opinions were combined using Cooke’s classical method in order to obtain estimates of future changes in precipitation patterns. Experts predicted mostly an approximate 10% increase in rain amount, duration, intensity and the dependence between amount and duration. The results were in line with official national climate change scenarios, based on numerical modelling. Applicability of both methods was presented based on an example of an existing tunnel in the Netherlands, contributing to better estimates of the tunnel’s limit state function and therefore the probability of failure.
    publisherAmerican Society of Civil Engineers
    titleCharacterization of Precipitation through Copulas and Expert Judgement for Risk Assessment of Infrastructure
    typeJournal Paper
    journal volume3
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0000914
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 004
    contenttypeFulltext
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