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https://hdl.handle.net/11147/14834
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Taskaya,E. | - |
dc.contributor.author | Buyuker,Z. | - |
dc.contributor.author | Ozturk,B. | - |
dc.contributor.author | Bombar,G. | - |
dc.contributor.author | Tayfur,G. | - |
dc.date.accessioned | 2024-09-24T15:58:55Z | - |
dc.date.available | 2024-09-24T15:58:55Z | - |
dc.date.issued | 2024 | - |
dc.identifier.isbn | 978-103234613-7 | - |
dc.identifier.uri | https://doi.org/10.1201/9781003323037-69 | - |
dc.identifier.uri | https://hdl.handle.net/11147/14834 | - |
dc.description.abstract | In this experimental study, sediment movement as a result of the failure of homogeneous earth-fill dams was investigated for rough downstream conditions compared with two different breach sizes. The dam body with 2.02 m width, 10 cm crest width, 60 cm height, and 32˚ upstream and downstream slope was constructed with material with a median grain diameter of D50= 0.441 mm in a rectangular reinforced concrete channel with a width of 2 m. In the top middle of the dam body for the overtopping scenario, a 5 cm and 25 cm deep breach was triggered for experiments. The roughness downstream of the dam was created by placing 13 concrete cubes of 10x10x10 cm at regular intervals. The most obvious difference between the experimental results is that the sediment thickness propagated along the downstream is in the experiment where the depth of the breach is high. © 2024 The Author(s). | en_US |
dc.description.sponsorship | Türkiye Bilimsel ve Teknolojik Araştırma Kurumu, TÜBİTAK, (119M959) | en_US |
dc.language.iso | en | en_US |
dc.publisher | CRC Press/Balkema | en_US |
dc.relation.ispartof | River Flow - Proceedings of the 11th Conference on Fluvial Hydraulics, 2022 -- 11th International Conference on Fluvial Hydraulics, River Flow 2022 -- 8 November 2022 through 10 November 2022 -- Kingston -- 316739 | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | [No Keyword Available] | en_US |
dc.title | Overtopping failure of a homogeneous earth-fill dam with two different breach sizes and rough downstream conditions | en_US |
dc.type | Conference Object | en_US |
dc.department | Izmir Institute of Technology | en_US |
dc.identifier.startpage | 516 | en_US |
dc.identifier.endpage | 522 | en_US |
dc.identifier.scopus | 2-s2.0-85202438182 | - |
dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
dc.identifier.doi | 10.1201/9781003323037-69 | - |
dc.authorscopusid | 58026274900 | - |
dc.authorscopusid | 59302957300 | - |
dc.authorscopusid | 59302885900 | - |
dc.authorscopusid | 35774070300 | - |
dc.authorscopusid | 6701638605 | - |
dc.identifier.wosquality | N/A | - |
dc.identifier.scopusquality | N/A | - |
item.openairetype | Conference Object | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.grantfulltext | none | - |
item.fulltext | No Fulltext | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection |
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