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    Comparing Generic and Case Study Damage Functions: London Storm-Surge Example

    Source: Natural Hazards Review:;2020:;Volume ( 021 ):;issue: 001
    Author:
    Diego Rybski
    ,
    Richard J. Dawson
    ,
    Jürgen P. Kropp
    DOI: 10.1061/(ASCE)NH.1527-6996.0000336
    Publisher: ASCE
    Abstract: Two different approaches are used to assess the impacts associated with natural hazards and climate change in cities. A bottom-up approach uses high resolution data on constituent assets within the urban area. In contrast, a top-down approach uses less detailed information but is consequently more readily transferable. Here, we compare damage curves generated by each approach for coastal flooding in London. To compare them, we fit a log-logistic regression with three parameters to the calculated damage curves. We find that the functions are remarkably similar in their shape, albeit with different inflection points and a maximum damage that differs by 13%–25%. If rescaled, the curves agree almost exactly, which enables damage assessment to be undertaken following the calculation of the three parameters.
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      Comparing Generic and Case Study Damage Functions: London Storm-Surge Example

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267426
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    contributor authorDiego Rybski
    contributor authorRichard J. Dawson
    contributor authorJürgen P. Kropp
    date accessioned2022-01-30T20:58:01Z
    date available2022-01-30T20:58:01Z
    date issued2/1/2020 12:00:00 AM
    identifier other%28ASCE%29NH.1527-6996.0000336.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267426
    description abstractTwo different approaches are used to assess the impacts associated with natural hazards and climate change in cities. A bottom-up approach uses high resolution data on constituent assets within the urban area. In contrast, a top-down approach uses less detailed information but is consequently more readily transferable. Here, we compare damage curves generated by each approach for coastal flooding in London. To compare them, we fit a log-logistic regression with three parameters to the calculated damage curves. We find that the functions are remarkably similar in their shape, albeit with different inflection points and a maximum damage that differs by 13%–25%. If rescaled, the curves agree almost exactly, which enables damage assessment to be undertaken following the calculation of the three parameters.
    publisherASCE
    titleComparing Generic and Case Study Damage Functions: London Storm-Surge Example
    typeJournal Paper
    journal volume21
    journal issue1
    journal titleNatural Hazards Review
    identifier doi10.1061/(ASCE)NH.1527-6996.0000336
    page6
    treeNatural Hazards Review:;2020:;Volume ( 021 ):;issue: 001
    contenttypeFulltext
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