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dc.contributor.author김태웅-
dc.date.accessioned2018-05-03T04:36:31Z-
dc.date.available2018-05-03T04:36:31Z-
dc.date.issued2016-11-
dc.identifier.citationKSCE JOURNAL OF CIVIL ENGINEERING, v. 20, No. 7, Page. 3022-3030en_US
dc.identifier.issn1226-7988-
dc.identifier.issn1976-3808-
dc.identifier.urihttps://link.springer.com/article/10.1007/s12205-016-0148-7-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/71284-
dc.description.abstractThe Natural Resources Conservation Service (NRCS) Curve Number (CN) method is generally applied to estimate direct runoff from watersheds. However, its utility in estimating direct runoff in South Korean watersheds is limited due to steep slopes, shallow soil layers, less infiltration losses and sudden peak flow generation. The CN is the primary parameter used in the method and varies with watershed characteristics and measured rainfall runoff data. In this study, we evaluated the performance of NRCS-CN models employing weighted average CNs and watershed slope-adjusted CNs. Furthermore, various combinations of alternatives were investigated to determine the proper watershed average CN. Direct runoff was estimated using different CN approaches and these estimates were compared to the observed values. The results obtained in this study indicated that the slope-adjusted CNs were higher than the NRCS tabulated CNs. Similarly, the Weighted Runoff (WQ) method provided higher runoff estimates than the weighted CN (WCN) method. In conclusion, the runoff estimated using the combination of the WQ method and slope-adjusted CNs showed better agreement with the observed direct runoff compared to other methods.en_US
dc.language.isoen_USen_US
dc.publisherKOREAN SOCIETY OF CIVIL ENGINEERS-KSCEen_US
dc.subjectcurve numberen_US
dc.subjectdirect runoffen_US
dc.subjectnrcs-cn methoden_US
dc.subjectwatershed slopeen_US
dc.subjectweighted average methoden_US
dc.subjectDEPTHen_US
dc.subjectGISen_US
dc.titleInvestigating practical alternatives to the NRCS-CN method for direct runoff estimation using slope-adjusted curve numbersen_US
dc.typeArticleen_US
dc.relation.no7-
dc.relation.volume20-
dc.identifier.doi10.1007/s12205-016-0148-7-
dc.relation.page3022-3030-
dc.relation.journalKSCE JOURNAL OF CIVIL ENGINEERING-
dc.contributor.googleauthorMoon, Geon-Woo-
dc.contributor.googleauthorAjmal, Muhammad-
dc.contributor.googleauthorAhn, Jae-Hyun-
dc.contributor.googleauthorKim, Tae-Woong-
dc.relation.code2016007188-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidtwkim72-
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COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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