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Flow and turbulence measurements in a diagonal brush fish pass: A field study

dc.contributor.authorKüçükali, Serhat
dc.contributor.authorHassinger, R.
dc.contributor.authorVerep, B.
dc.contributor.authorMutlu, T.
dc.contributor.authorOzelci, D.
dc.contributor.authorID20413tr_TR
dc.date.accessioned2022-04-29T12:58:19Z
dc.date.available2022-04-29T12:58:19Z
dc.date.issued2018
dc.departmentÇankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThis study aims to investigate flow and turbulence structure of a diagonal brush fish passage which has been constructed at the existing Small Hydropower Plant (SHP) on İyidere River on the East Black Sea Coast of Turkey. The flow and turbulence characteristics of diagonal brush fish pass were investigated in a 1.1 m wide rectangular flume with a bed slope of 10% for Reynolds and Froude numbers ranging between 3.45x104-2.4x105 and 0.15-0.16, respectively. By taking into account dynamic upstream water levels (H=101.20 m to H=102.05 m) of fish pass structure throughout the year, the vertical velocity profiles of different flow regions have been obtained by using Nivus instrument, whereas the turbulence quantities were gathered by measuring the three-dimensional instantaneous velocity fields using Micro acoustic Doppler velocimeter. The flow data was grouped for four different relative submergence of bristles. Thus, the analysis is done based on a physical basis and focus on the most important hydraulic parameters of velocity field, turbulence, and flow depth for fish passage design. The main findings of this study can be summarized as follows: (i) a significant proportion of energy dissipation (>50%) takes place in the brush plates with the vibration and bending of bristles, (ii) turbulent kinetic energy seems to be considerably lower for a same dissipated power in brush fish pass than other conventional fish passes (vertical slot and nature type), (iii) the turbulence intensities in the lateral velocity component were an important contributor to turbulence, and (iv) when the bristles are submerged, the maximum turbulent kinetic energy value is tripled. The flow is quasi-uniform and in subcritical regime which provides different migration corridors with typical hydraulic conditions and, very important for the fish, these corridors continue through the complete fish pass. The results from this study would be useful to fish-pass designers. © 2018 7th IAHR International Symposium on Hydraulic Structures, ISHS. All rights reserved.en_US
dc.identifier.citationKüçükali, Serhat...et al (2018). "Flow and turbulence measurements in a diagonal brush fish pass: A field study", 7th IAHR International Symposium on Hydraulic Structures, ISHS 2018, pp. 241-252.en_US
dc.identifier.doi10.15142/T3606G
dc.identifier.endpage252en_US
dc.identifier.isbn9780692132777
dc.identifier.startpage241en_US
dc.identifier.urihttp://hdl.handle.net/20.500.12416/5468
dc.language.isoenen_US
dc.relation.ispartof7th IAHR International Symposium on Hydraulic Structures, ISHS 2018en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBrush Fish Passen_US
dc.subjectDiagonal Arrangementen_US
dc.subjectEnergy Dissipationen_US
dc.subjectFlow-Induced Vibrationsen_US
dc.subjectTurbulent Kinetic Energyen_US
dc.titleFlow and turbulence measurements in a diagonal brush fish pass: A field studytr_TR
dc.titleFlow and Turbulence Measurements in a Diagonal Brush Fish Pass: a Field Studyen_US
dc.typeConference Objecten_US
dspace.entity.typePublication

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