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2024 (English)In: Advances in Water Resources, ISSN 0309-1708, E-ISSN 1872-9657, Vol. 193, article id 104827Article in journal (Refereed) Published
Abstract [en]
This experimental study investigates the cause of nonuniform invert abrasion observed at sediment bypass tunnel (SBT) bends by examining the variations in velocity distributions, turbulence properties, bed shear stress, and bulk sediment movements under three supercritical bend flow conditions, detailed investigation of such flow is scarce. Using a laboratory-scaled model (1:22) of the downstream bend at Solis SBT, Switzerland, the research utilized particle tracking velocimetry and high-speed cameras with spherical sandstones and glass spheres representing sediments. The results indicate that as the secondary currents develop in the flow direction, the flow properties and sediments redistribute across the channel: the high-momentum fluids are directed toward the outer wall, the bed shear stress increases toward the outer wall, and the sediments are pushed toward the inner wall, which then follow this path downstream, even in straight sections, despite lower bed shear stress. This distribution of sediments, driven by secondary currents, leads to deeper invert abrasions toward the inner wall at SBT bends and downstream sections. Thus, these abrasions are primarily influenced by sediment movement rather than the bed shear stress alone. The study's findings are also valuable for validating future numerical simulations.
Place, publisher, year, edition, pages
Elsevier, 2024
Keywords
Bed shear stress, Particle tracking velocimetry, Secondary currents, Sediment bypass tunnel, Sediment movement and invert abrasion, Supercritical bend flow
National Category
Mechanical Engineering
Research subject
Fluid Mechanics
Identifiers
urn:nbn:se:ltu:diva-110293 (URN)10.1016/j.advwatres.2024.104827 (DOI)001333038800001 ()2-s2.0-85205904494 (Scopus ID)
Note
Validerad;2024;Nivå 2;2024-10-09 (sarsun);
Full text license: CC BY 4.0;
Funder: HydroCen (Project No 90148311); NTNU (Project No 81772024);
2024-10-092024-10-092024-11-20Bibliographically approved