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dc.contributor.authorAmin Mohebbi
dc.contributor.authorSimin Akbariyeh
dc.contributor.authorMontasir Maruf
dc.contributor.authorZiyan Wu
dc.contributor.authorJuan Carlos Acuna
dc.contributor.authorKatlynn Rose Adams
dc.date.accessioned2022-02-01T00:31:53Z
dc.date.available2022-02-01T00:31:53Z
dc.date.issued5/1/2021
dc.identifier.other%28ASCE%29HE.1943-5584.0002068.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271585
dc.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.
dc.publisherASCE
dc.titleDevelopment of Rainfall Intensity-Duration-Frequency Curves Based on Dynamically Downscaled Climate Data: Arizona Case Study
dc.typeJournal Paper
dc.journal.volume26
dc.journal.issue5
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0002068
dc.journal.fristpage05021005-1
dc.journal.lastpage05021005-11
dc.page11
dc.treeJournal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 005
dc.contenttypeFulltext


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