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High-resolution modeling and prediction of urban floods using WRF-Hydro and data assimilation

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dc.contributor.authorKim, Sunghee-
dc.contributor.authorShen, Haojing-
dc.contributor.authorNoh, Seongjin-
dc.contributor.authorSeo, Dong-Jun-
dc.contributor.authorWelles, Edwin-
dc.contributor.authorPelgrim, Erik-
dc.contributor.authorWeerts, Albrecht-
dc.contributor.authorLyons, Eric-
dc.contributor.authorPhilips, Brenda-
dc.date.accessioned2021-08-03T02:40:08Z-
dc.date.available2021-08-03T02:40:08Z-
dc.date.created2021-07-28-
dc.date.issued2021-07-
dc.identifier.issn0022-1694-
dc.identifier.urihttps://scholarworks.bwise.kr/kumoh/handle/2020.sw.kumoh/19362-
dc.description.abstractWe assess the impact of increasing the resolution of hydrologic modeling, calibration of selected model parameters and assimilation of streamflow observation toward event-based urban flood modeling and prediction using WRF-Hydro in the Dallas-Fort Worth area (DFW). We use quantitative precipitation estimates at 500-m 1-min resolution from the Collaborative Adaptive Sensing of the Atmosphere radar network for observed rainfall, Stepwise Line Search for calibration, and fixed-lag smoothing for data assimilation (DA). The model domain is a 144.6 km(2) area comprising 3 urban catchments in Arlington and Grand Prairie in the middle of DFW. It is shown that event-specific calibration of 6 WRF-Hydro parameters is largely successful in simulating hydrographs at the catchment outlets particularly for the most important rising limbs, but less so for attenuated peaks or fast-receding falling limbs. A spatial resolution of at least 250 m was necessary for the land surface model (LSM) to delineate small catchments and hence to capture catchment-wide rainfall with acceptable accuracy. Simulations at selected combinations of resolutions, 250 and 125 m for the LSM and 250, 125, 50 m for the routing models, showed mixed results. The overall results indicate that, in the absence of resolution-specific prescription and calibration of channel routing parameters, a resolution of 250 m for both the LSM and routing models is a good choice in terms of performance and computational requirements, and that, in the absence of high-quality calibration and continuous simulation of streamflow, DA is necessary to initialize WRF-Hydro for event-based high-resolution urban flood prediction.-
dc.language영어-
dc.language.isoen-
dc.publisherELSEVIER-
dc.titleHigh-resolution modeling and prediction of urban floods using WRF-Hydro and data assimilation-
dc.typeArticle-
dc.contributor.affiliatedAuthorNoh, Seongjin-
dc.identifier.doi10.1016/j.jhydrol.2021.126236-
dc.identifier.wosid000661813200071-
dc.identifier.bibliographicCitationJOURNAL OF HYDROLOGY, v.598-
dc.relation.isPartOfJOURNAL OF HYDROLOGY-
dc.citation.titleJOURNAL OF HYDROLOGY-
dc.citation.volume598-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaGeology-
dc.relation.journalResearchAreaWater Resources-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.relation.journalWebOfScienceCategoryGeosciences, Multidisciplinary-
dc.relation.journalWebOfScienceCategoryWater Resources-
dc.subject.keywordPlusQUANTITATIVE PRECIPITATION ESTIMATION-
dc.subject.keywordPlusTO-EXTREME PRECIPITATION-
dc.subject.keywordPlusMEAN-FIELD BIAS-
dc.subject.keywordPlusVARIATIONAL ASSIMILATION-
dc.subject.keywordPlusHYDROMETEOROLOGICAL DATA-
dc.subject.keywordPlusESTIMATION SYSTEM-
dc.subject.keywordPlusSTREAMFLOW-
dc.subject.keywordPlusRUNOFF-
dc.subject.keywordPlusWATER-
dc.subject.keywordPlusPOSTPROCESSOR-
dc.subject.keywordAuthorUrban flood-
dc.subject.keywordAuthorHigh resolution-
dc.subject.keywordAuthorPrecipitation-
dc.subject.keywordAuthorHydrologic modeling-
dc.subject.keywordAuthorPrediction-
dc.subject.keywordAuthorData assimilation-
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