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dc.contributor.authorWei, Hsiao-Pingen_US
dc.contributor.authorYeh, Keh-Chiaen_US
dc.contributor.authorLiou, Jun-Jihen_US
dc.contributor.authorChen, Yung-Mingen_US
dc.contributor.authorCheng, Chao-Tzuenen_US
dc.date.accessioned2019-04-03T06:42:29Z-
dc.date.available2019-04-03T06:42:29Z-
dc.date.issued2016-03-01en_US
dc.identifier.issn2073-4441en_US
dc.identifier.urihttp://dx.doi.org/10.3390/w8030081en_US
dc.identifier.urihttp://hdl.handle.net/11536/133488-
dc.description.abstractThis study evaluated the overflow risk of the Tsengwen River under a climate change scenario by using bias-corrected dynamic downscaled data as inputs for a SOBEK model (Deltares, the Netherlands). The results showed that the simulated river flow rate at Yufeng Bridge (upstream), Erxi Bridge (midstream), and XinZong (1) (downstream) stations are at risk of exceeding the management plan's flow rate for three projection periods (1979-2003, 2015-2039, 2075-2099). After validation with the geomorphic and hydrological data collected in this study, the frequency at which the flow rate exceeded the design flood was 2 in 88 events in the base period (1979-2003), 6 in 82 events in the near future (2015-2039), and 10 in 81 events at the end of the century (2075-2099).en_US
dc.language.isoen_USen_US
dc.subjecthydrological extremeen_US
dc.subjectextreme typhoon eventsen_US
dc.subjectSOBEKen_US
dc.subjectrisk analysisen_US
dc.subjectclimate changeen_US
dc.titleEstimating the Risk of River Flow under Climate Change in the Tsengwen River Basinen_US
dc.typeArticleen_US
dc.identifier.doi10.3390/w8030081en_US
dc.identifier.journalWATERen_US
dc.citation.volume8en_US
dc.citation.issue3en_US
dc.citation.spage0en_US
dc.citation.epage0en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000373691200011en_US
dc.citation.woscount3en_US
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