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    Development of Rainfall Intensity-Duration-Frequency Curves Based on Dynamically Downscaled Climate Data: Arizona Case Study

    Source: Journal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 005::page 05021005-1
    Author:
    Amin Mohebbi
    ,
    Simin Akbariyeh
    ,
    Montasir Maruf
    ,
    Ziyan Wu
    ,
    Juan Carlos Acuna
    ,
    Katlynn Rose Adams
    DOI: 10.1061/(ASCE)HE.1943-5584.0002068
    Publisher: ASCE
    Abstract: The ideal framework for water infrastructure design in any region relies on rainfall characteristics of that region, which is defined through rainfall intensity-duration-frequency (IDF) curves. The current IDF curves are based on historical observations of precipitation. However, with the help of numerical models, more up-to-date IDF curves can be developed to reflect the current precipitation regime. Here, a weather research and forecasting (WRF) model was applied to produce the precipitation data for Arizona from 1950 to 2017. A total of 20 weather forecasting scenarios were simulated by changing the microphysics schemes to improve precipitation forecasting accuracy. The National Severe Storm Laboratory (NSSL) scheme with cloud condensation nuclei (CCN) improved the coefficient of determination by 10% and was selected as the optimum forecasting scenario. The IDF curves were then constructed based on the modeled data and annual maximum series analysis for each climate division in Arizona. The comparison between updated IDF curves and historical IDF curves showed that incorporating up-to-date precipitation data resulted in lower rainfall intensities for short durations.
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      Development of Rainfall Intensity-Duration-Frequency Curves Based on Dynamically Downscaled Climate Data: Arizona Case Study

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4271585
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    • Journal of Hydrologic Engineering

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    contributor authorAmin Mohebbi
    contributor authorSimin Akbariyeh
    contributor authorMontasir Maruf
    contributor authorZiyan Wu
    contributor authorJuan Carlos Acuna
    contributor authorKatlynn Rose Adams
    date accessioned2022-02-01T00:31:53Z
    date available2022-02-01T00:31:53Z
    date issued5/1/2021
    identifier other%28ASCE%29HE.1943-5584.0002068.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271585
    description abstractThe ideal framework for water infrastructure design in any region relies on rainfall characteristics of that region, which is defined through rainfall intensity-duration-frequency (IDF) curves. The current IDF curves are based on historical observations of precipitation. However, with the help of numerical models, more up-to-date IDF curves can be developed to reflect the current precipitation regime. Here, a weather research and forecasting (WRF) model was applied to produce the precipitation data for Arizona from 1950 to 2017. A total of 20 weather forecasting scenarios were simulated by changing the microphysics schemes to improve precipitation forecasting accuracy. The National Severe Storm Laboratory (NSSL) scheme with cloud condensation nuclei (CCN) improved the coefficient of determination by 10% and was selected as the optimum forecasting scenario. The IDF curves were then constructed based on the modeled data and annual maximum series analysis for each climate division in Arizona. The comparison between updated IDF curves and historical IDF curves showed that incorporating up-to-date precipitation data resulted in lower rainfall intensities for short durations.
    publisherASCE
    titleDevelopment of Rainfall Intensity-Duration-Frequency Curves Based on Dynamically Downscaled Climate Data: Arizona Case Study
    typeJournal Paper
    journal volume26
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0002068
    journal fristpage05021005-1
    journal lastpage05021005-11
    page11
    treeJournal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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