完整後設資料紀錄
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dc.contributor.authorJun, Changhyunen_US
dc.contributor.authorQin, Xiaoshengen_US
dc.contributor.authorTung, Yeou-Koungen_US
dc.contributor.authorDe Michele, Carloen_US
dc.date.accessioned2019-04-02T05:58:08Z-
dc.date.available2019-04-02T05:58:08Z-
dc.date.issued2018-06-01en_US
dc.identifier.issn0029-1277en_US
dc.identifier.urihttp://dx.doi.org/10.2166/nh.2017.175en_US
dc.identifier.urihttp://hdl.handle.net/11536/148572-
dc.description.abstractIn this study, a storm event-based frequency analysis method was proposed to mitigate the limitations of conventional rainfall depth-duration-frequency (DDF) analysis. The proposed method takes the number, rainfall depth, and duration of rainstorm events into consideration and is advantageous in estimation of more realistic rainfall quantiles for a given return period. For the purpose of hydraulics design, the rainfall depth thresholds are incorporated to retrieve the rainstorm events for estimating design rainfalls. The proposed method was tested against the observed rainfall data from 1961 to 2010 at Seoul, Korea and the computed rainfall quantiles were compared with those estimated using the conventional frequency analysis method. The study results indicated that the conventional method was likely to overestimate the rainfall quantiles for short rainfall durations. It represented that the conventional method could reflect rainfall characteristics of actual rainstorm events if longer durations (like 24 hours) were considered for estimation of design rainfalls.en_US
dc.language.isoen_USen_US
dc.subjectdesign rainfallen_US
dc.subjectrainfall DDFen_US
dc.subjectrainfall depth thresholden_US
dc.subjectrainstorm eventen_US
dc.titleStorm event-based frequency analysis methoden_US
dc.typeArticleen_US
dc.identifier.doi10.2166/nh.2017.175en_US
dc.identifier.journalHYDROLOGY RESEARCHen_US
dc.citation.volume49en_US
dc.citation.spage700en_US
dc.citation.epage710en_US
dc.contributor.department防災與水環境研究中心zh_TW
dc.contributor.departmentDisaster Prevention and Water Environment Research Centeren_US
dc.identifier.wosnumberWOS:000452409900008en_US
dc.citation.woscount0en_US
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