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Flow characteristics and energy dissipation over stepped spillway with various step geometries: case study (steps with curve end sill)

Jahad, Udai A. (författare)
Department of Environment Engineering, College of Engineering, University of Babylon, 51001, Babylon, Iraq
Chabuk, Ali (författare)
Department of Environment Engineering, College of Engineering, University of Babylon, 51001, Babylon, Iraq
Al-Ameri, Riyadh (författare)
School of Engineering, Deakin University, 75 Pigdons Road, 3220, Waurn Ponds, VIC, Australia
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Majdi, Hasan Sh. (författare)
Al-Mustaqbal University College, 51001, Babylon, Iraq
Majdi, Ali (författare)
Al-Mustaqbal University College, 51001, Babylon, Iraq
Al-Ansari, Nadhir (författare)
Luleå tekniska universitet,Geoteknologi
Abed, Salwan Ali (författare)
College of Science, Al-Qadisiyah University, Al Diwaniyah, Iraq
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 (creator_code:org_t)
Springer Science and Business Media Deutschland GmbH, 2024
2024
Engelska.
Ingår i: Applied water science. - : Springer Science and Business Media Deutschland GmbH. - 2190-5487 .- 2190-5495. ; 14:3
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
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  • Stepped weirs are used in a wide range of applications, designed to increase energy dissipation. In this study, laboratory experiments were conducted in a flume on six stepped weir models, with a downstream angle of θ = 26.6°. The physical models used were on a scale of 10:1, and tests of discharges up to 0.055 m3/s were carried out. Several step geometries including traditional step, sill and curve geometries were used to study flow behavior and overall energy dissipation. The laboratory investigations were augmented by modelling numerically the within step flow and energy behavior using a 2-D CFD model, incorporating the k-ε model for turbulence closure. The results showed that energy dissipation was greatest for the curved steps by about 10.5%, where it was observed that the skimming flow regime was shifted to a higher discharge range. Numerical modelling results showed good agreement with the experimental results. An inspection of the modelled streamlines highlighted the increase in vortex intensity for the curve model, reflecting the strong circulation observed. The predicted stepwise energy dissipation showed the energy dissipation increase when the step number Ns increases. For the range of step height hs, tested, our results showed that energy dissipation increased with step height. The results from this study can be used to inform engineering design for steps with θ = 26.6° and provide estimates of the expected energy dissipation and residual energy.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Maskinteknik -- Energiteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Mechanical Engineering -- Energy Engineering (hsv//eng)

Nyckelord

Energy dissipation
Flow regime
Modified step
Spillway
Stepped
Geoteknik
Soil Mechanics

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