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    Flood Frequency Analysis for Sicily, Italy

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author:
    Vito Ferro
    ,
    Paolo Porto
    DOI: 10.1061/(ASCE)1084-0699(2006)11:2(110)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a regional flood frequency analysis based on the two-component extreme value (TCEV) distribution is developed using flood data recorded in Sicily. The hierarchical approach, characterized by three investigation levels for estimating the parameters of the theoretical distribution, is discussed first. The highest level of homogeneity hypothesis with regard to the skewness coefficient was verified by using a Monte Carlo technique and taking account of the separation effect proposed by Matalas et al. in 1975. This analysis also showed (1) the inability of the generalized extreme value model to reproduce the empirical cumulative distribution function (CDF) of the skewness coefficients, and (2) the convenience of using annual maximum peak flood data instead of annual maximum mean daily discharge records to estimate the parameters of the TCEV model. At the second level of regionalization, three different methods for identifying hydrologically homogeneous subregions are then performed: the first is based on the
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      Flood Frequency Analysis for Sicily, Italy

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    contributor authorVito Ferro
    contributor authorPaolo Porto
    date accessioned2017-05-08T21:23:56Z
    date available2017-05-08T21:23:56Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%291084-0699%282006%2911%3A2%28110%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49921
    description abstractIn this paper a regional flood frequency analysis based on the two-component extreme value (TCEV) distribution is developed using flood data recorded in Sicily. The hierarchical approach, characterized by three investigation levels for estimating the parameters of the theoretical distribution, is discussed first. The highest level of homogeneity hypothesis with regard to the skewness coefficient was verified by using a Monte Carlo technique and taking account of the separation effect proposed by Matalas et al. in 1975. This analysis also showed (1) the inability of the generalized extreme value model to reproduce the empirical cumulative distribution function (CDF) of the skewness coefficients, and (2) the convenience of using annual maximum peak flood data instead of annual maximum mean daily discharge records to estimate the parameters of the TCEV model. At the second level of regionalization, three different methods for identifying hydrologically homogeneous subregions are then performed: the first is based on the
    publisherAmerican Society of Civil Engineers
    titleFlood Frequency Analysis for Sicily, Italy
    typeJournal Paper
    journal volume11
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2006)11:2(110)
    treeJournal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 002
    contenttypeFulltext
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