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    Regional Intensity-Duration-Frequency Curves Derived from Ensemble Empirical Mode Decomposition and Scaling Property

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 001
    Author:
    Chun-Chao Kuo
    ,
    Thian Yew Gan
    ,
    Steven Chan
    DOI: 10.1061/(ASCE)HE.1943-5584.0000612
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes deriving regional intensity-duration-frequency (IDF) curves for Edmonton, Canada, based on the scaling property of precipitation data using ensemble empirical mode decomposition (EEMD). Selected sets of annual maximum precipitation data were decomposed by the EEMD to intrinsic mode functions (IMFs), and the scaling property was investigated. Next, representative scale exponents were extracted. The results show that quantiles derived from general extreme value (GEV) probability distribution (PD) with parameters derived by the probability-weighted moment (PWM) are more accurate than those derived from the extreme value type I (EVI) PD with parameters derived by the method of moment (MOM), whose underestimation of rainfall intensity becomes obvious for high return period (greater than 25 years) and short duration (less than 1 h). The results also show that for Edmonton, generally three of four IMFs of the precipitation data showed a simple scaling property, and regional IDF curves derived from the scaling IDF and EEMD approach predict accurate storm intensities for rain-gauging sites at both the calibration and validation stages, but there could be errors associated with predicted storms of high return periods (100 year).
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      Regional Intensity-Duration-Frequency Curves Derived from Ensemble Empirical Mode Decomposition and Scaling Property

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63505
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    contributor authorChun-Chao Kuo
    contributor authorThian Yew Gan
    contributor authorSteven Chan
    date accessioned2017-05-08T21:49:28Z
    date available2017-05-08T21:49:28Z
    date copyrightJanuary 2013
    date issued2013
    identifier other%28asce%29he%2E1943-5584%2E0000633.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63505
    description abstractThis paper proposes deriving regional intensity-duration-frequency (IDF) curves for Edmonton, Canada, based on the scaling property of precipitation data using ensemble empirical mode decomposition (EEMD). Selected sets of annual maximum precipitation data were decomposed by the EEMD to intrinsic mode functions (IMFs), and the scaling property was investigated. Next, representative scale exponents were extracted. The results show that quantiles derived from general extreme value (GEV) probability distribution (PD) with parameters derived by the probability-weighted moment (PWM) are more accurate than those derived from the extreme value type I (EVI) PD with parameters derived by the method of moment (MOM), whose underestimation of rainfall intensity becomes obvious for high return period (greater than 25 years) and short duration (less than 1 h). The results also show that for Edmonton, generally three of four IMFs of the precipitation data showed a simple scaling property, and regional IDF curves derived from the scaling IDF and EEMD approach predict accurate storm intensities for rain-gauging sites at both the calibration and validation stages, but there could be errors associated with predicted storms of high return periods (100 year).
    publisherAmerican Society of Civil Engineers
    titleRegional Intensity-Duration-Frequency Curves Derived from Ensemble Empirical Mode Decomposition and Scaling Property
    typeJournal Paper
    journal volume18
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000612
    treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 001
    contenttypeFulltext
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