Rainfall-Runoff Model Considering Microtopography Simulated in a Laboratory Erosion Flume
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Aksoy, Hafzullah | - |
dc.contributor.author | Gedikli, Abdullah | - |
dc.contributor.author | Unal, N. Erdem | - |
dc.contributor.author | Yilmaz, Murat | - |
dc.contributor.author | Eris, Ebru | - |
dc.contributor.author | Yoon, Jaeyoung | - |
dc.contributor.author | Tayfur, Gokmen | - |
dc.date.accessioned | 2021-09-03T16:11:17Z | - |
dc.date.available | 2021-09-03T16:11:17Z | - |
dc.date.created | 2021-06-16 | - |
dc.date.issued | 2016-12 | - |
dc.identifier.issn | 0920-4741 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/86643 | - |
dc.description.abstract | A comprehensive process-based rainfall-runoff model for simulating overland flow generated in rills and on interrill areas of a hillslope is evaluated using a laboratory experimental data set. For laboratory experiments, a rainfall simulator has been constructed together with a 6.50 m x 1.36 m erosion flume that can be given adjustable slopes changing between 5 % and 20 % in both longitudinal and lateral directions. The model is calibrated and validated using experimental data of simulated rainfall intensities between 45 and 105 mm/h. Results show that the model is capable of simulating the flow coming from the rill and interrill areas. It is found that most of the flow occurs in the form of rill flow. The hillslope-scale model can be used for better prediction of overland flow at the watershed-scale; it can also be used as a building block for an associated erosion and sediment transport model. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | SPRINGER | - |
dc.subject | SEDIMENT TRANSPORT MODEL | - |
dc.subject | OVERLAND-FLOW | - |
dc.subject | 2-DIMENSIONAL FLUME | - |
dc.subject | HYDROLOGY | - |
dc.subject | EQUATIONS | - |
dc.subject | INFILTRATION | - |
dc.subject | PARAMETERS | - |
dc.subject | MODULE | - |
dc.subject | SCALE | - |
dc.title | Rainfall-Runoff Model Considering Microtopography Simulated in a Laboratory Erosion Flume | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoon, Jaeyoung | - |
dc.identifier.doi | 10.1007/s11269-016-1439-y | - |
dc.identifier.scopusid | 2-s2.0-84979220361 | - |
dc.identifier.wosid | 000393580100005 | - |
dc.identifier.bibliographicCitation | WATER RESOURCES MANAGEMENT, v.30, no.15, pp.5609 - 5624 | - |
dc.relation.isPartOf | WATER RESOURCES MANAGEMENT | - |
dc.citation.title | WATER RESOURCES MANAGEMENT | - |
dc.citation.volume | 30 | - |
dc.citation.number | 15 | - |
dc.citation.startPage | 5609 | - |
dc.citation.endPage | 5624 | - |
dc.type.rims | ART | - |
dc.type.docType | Article; Proceedings Paper | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Water Resources | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Water Resources | - |
dc.subject.keywordPlus | SEDIMENT TRANSPORT MODEL | - |
dc.subject.keywordPlus | OVERLAND-FLOW | - |
dc.subject.keywordPlus | 2-DIMENSIONAL FLUME | - |
dc.subject.keywordPlus | HYDROLOGY | - |
dc.subject.keywordPlus | EQUATIONS | - |
dc.subject.keywordPlus | INFILTRATION | - |
dc.subject.keywordPlus | PARAMETERS | - |
dc.subject.keywordPlus | MODULE | - |
dc.subject.keywordPlus | SCALE | - |
dc.subject.keywordAuthor | Rainfall-runoff model | - |
dc.subject.keywordAuthor | Hillslope model | - |
dc.subject.keywordAuthor | Rill | - |
dc.subject.keywordAuthor | Interril area | - |
dc.subject.keywordAuthor | Rainfall simulator | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
(02841) 서울특별시 성북구 안암로 14502-3290-1114
COPYRIGHT © 2021 Korea University. All Rights Reserved.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.