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Flow and Turbulence Structure in A Baffle-Brush Fish Pass

dc.authorscopusid 6504239195
dc.authorscopusid 25228446800
dc.contributor.author Kucukali, Serhat
dc.contributor.author Küçükali, Serhat
dc.contributor.author Hassinger, Reinhard
dc.contributor.authorID 20413 tr_TR
dc.contributor.other İnşaat Mühendisliği
dc.date.accessioned 2020-04-17T22:21:43Z
dc.date.available 2020-04-17T22:21:43Z
dc.date.issued 2018
dc.department Çankaya University en_US
dc.department-temp [Kucukali, Serhat] Cankaya Univ, Dept Civil Engn, Ankara, Turkey; [Hassinger, Reinhard] Univ Kassel, Hydraul Lab & Testing Facil, Dept Civil & Environm Engn, Kassel, Germany en_US
dc.description.abstract The flow an d turbulence characteristics of a new baffle-brush type fish pass were investigated experimentally in a 2 m wide rectangular flume with a bed slope of 4% and Reynolds and Froude numbers in the range 5 x 10(4)-2.8 x 10(5) and 0.17-0.23, respectively. The baffle-brush fishway combines the properties of a baffle (Larinier) fish pass with the features of the brush-furnished fishway. The baffle-brush fish pass ensures continuous low-and high-velocity migration corridors for both strong (e.g. salmon) and weak swimming (e.g. river lamprey) fish, with negligible flow accelerations (i.e. quasi-uniform conditions). The turbulent kinetic energy (TKE) takes its maximum value near the centre of the baffle zone and decays towards the brush zone. The effects of the Reynolds number (Re) on the resultant velocity and TKE distributions were also investigated. For Re = 2 x 10(5), the TKE was in the range 0.05-0.21 m(2)/s(2) with an average value of 0.11 m(2)/s(2) in the baffle section, whereas it ranged between 0.007 and 0.04 m(2)/s(2) with an average value of 0.02 m(2)/s(2) in the brush section. In the proposed fish pass there is no need to build resting pools. en_US
dc.description.publishedMonth 2
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.citation Kucukali, Serhat; Hassinger, Reinhard, "Flow and Turbulence Structure in A Baffle-Brush Fish Pass", Proceedings of The Institution of Civil Engineers-Water Management, 171, No. 1, pp. 6-17, (2018). en_US
dc.identifier.doi 10.1680/jwama.16.00024
dc.identifier.endpage 17 en_US
dc.identifier.issn 1741-7589
dc.identifier.issue 1 en_US
dc.identifier.scopus 2-s2.0-85040783811
dc.identifier.scopusquality Q3
dc.identifier.startpage 6 en_US
dc.identifier.uri https://doi.org/10.1680/jwama.16.00024
dc.identifier.volume 171 en_US
dc.identifier.wos WOS:000422775800003
dc.identifier.wosquality Q4
dc.language.iso en en_US
dc.publisher Ice Publishing en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 25
dc.subject Environment en_US
dc.subject Hydraulics & Hydrodynamics en_US
dc.subject Models (Physical) en_US
dc.title Flow and Turbulence Structure in A Baffle-Brush Fish Pass tr_TR
dc.title Flow and Turbulence Structure in a Baffle-Brush Fish Pass en_US
dc.type Article en_US
dc.wos.citedbyCount 16
dspace.entity.type Publication
relation.isAuthorOfPublication 75854ffa-126d-4917-b302-5e40883e0878
relation.isAuthorOfPublication.latestForDiscovery 75854ffa-126d-4917-b302-5e40883e0878
relation.isOrgUnitOfPublication 77a9f192-0d56-4f8e-adf2-a1c91a7124c9
relation.isOrgUnitOfPublication.latestForDiscovery 77a9f192-0d56-4f8e-adf2-a1c91a7124c9

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