Journals / Teknik Dergi / 2021 / Cilt: 32 - Sayı: 4

Effect of Different Channels on Discharge Coefficient of Labyrinth Weirs

Pages
11081–11096
Publication Date
2021-07-01
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Numerical simulation results show that modifying the labyrinth weir channel through both methods improves the discharge coefficient.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this study, the effect of channel-bed slope and non-prismatic converging channel on the discharge coefficient of labyrinth weirs is numerically investigated utilizing FLOW-3D model.
📊
Key Findings & Data:Among the selected bed slopes and converging channel wall, the slope of β=4% and angle of θ=10° yielded the highest discharge coefficient.
💡
Conclusion & Impact:Numerical simulation results show that modifying the labyrinth weir channel through both methods improves the discharge coefficient.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Labyrinth Weirs · Channel Bottom slope · Converging channel

Abstract

In this study, the effect of channel-bed slope and non-prismatic converging channel on the discharge coefficient of labyrinth weirs is numerically investigated utilizing FLOW-3D model. Numerical simulation results show that modifying the labyrinth weir channel through both methods improves the discharge coefficient. Among the selected bed slopes and converging channel wall, the slope of β=4% and angle of θ=10° yielded the highest discharge coefficient. For a ratio HT/P=0.1, (HT: flow height, P: weir height) the discharge coefficient and discharge rate for bed slope and convergence angle case were 19.22%, 23.9% and 22.28%, 25.91% higher than for a conventional labyrinth weir in prismatic channel, respectively. Simultaneous application of a bed slope and convergence angle significantly increases the discharge coefficient and discharge value case were 28.64% and 30.42% higher than compared to the conventional case. Therefore, changing the bed slope and wall angle of the weir channel increases the discharge coefficient and in this type of weir and these design alterations should be considered in weir design.

Özet

In this study, the effect of channel-bed slope and non-prismatic converging channel on the discharge coefficient of labyrinth weirs is numerically investigated utilizing FLOW-3D model. Numerical simulation results show that modifying the labyrinth weir channel through both methods improves the discharge coefficient. Among the selected bed slopes and converging channel wall, the slope of β=4% and angle of θ=10° yielded the highest discharge coefficient. For a ratio HT/P=0.1, (HT: flow height, P: weir height) the discharge coefficient and discharge rate for bed slope and convergence angle case were 19.22%, 23.9% and 22.28%, 25.91% higher than for a conventional labyrinth weir in prismatic channel, respectively. Simultaneous application of a bed slope and convergence angle significantly increases the discharge coefficient and discharge value case were 28.64% and 30.42% higher than compared to the conventional case. Therefore, changing the bed slope and wall angle of the weir channel increases the discharge coefficient and in this type of weir and these design alterations should be considered in weir design.

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Cite This Article

DANESHFARAZ, R., GHADERI, A., ABRAHAM, J., TORABI, M. (2021). Effect of Different Channels on Discharge Coefficient of Labyrinth Weirs. Teknik Dergi, Cilt: 32 - Sayı: 4, 11081–11096. https://ajindex.com/articles/219420

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References (14)

  1. Taylor, G., The performance of labyrinth weirs, PhD thesis. Univ. of Nottingham, U.K.J. 1968
  2. Hay, N., Taylor, G., Performance and design of labyrinth weirs. ASCE, Journal of Hydraulic Engineering, Vol 96, No 11, 2337-2357, 1970
  3. Magalhães, A., Lorena, M., Hydraulic design of labyrinth weirs. Report No. 736, National Laboratory of Civil Engineering, Lisbon, Portugal. 1989
  4. Lux, F., and Hinchliff, D., Design and construction of labyrinth spillways. 15thCongress ICOLD, Vol. IV, Q59-R15, Lausanne, Switzerland, 249-274, 1985
  5. Tullis, J.P., Nosratollah, A., Waldron, D., Design of labyrinth weirs, ASCE, Journal of Hydraulic Engineering, Vol 121, No 3, 247-255, 1995
  6. Melo, J., Ramos, C., Magalhaes, A., Descarregadores com soleira em labirinto de um ciclo em canais convergentes. Determinação da capacidad de vazão, Proc. 6° Congresso da Água, Porto, Portugal, in Portuguese. 2002
  7. Tullis, B., Young, J., Chandler, M., Head-discharge relationships for submerged labyrinth weirs. Journal of Hydraulic Engineering, Vol 133, No 3, 248-254. 2007
  8. Anderson, R.M., Tullis, B.P., Comparison of piano key and rectangular labyrinth weir hydraulics. ASCE, Journal of Hydraulic Engineering, Vol 138, No 4, 358-361, 2011
  9. Carollo, G.F, Ferro V., Pampalone, V., ¬Experimental Investigation of the Outflow Process over a Triangular Labyrinth-Weir. ASCE, Journal of Irrigation and Drainage Engineering, Vol 138, No 1, 73-79. 2012
  10. Khode, BV., Tembhurkar, AR., Porey, PD., Ingle, RN., Experimental Studies on Flow over Labyrinth Weir, Journal of Irrigation and Drainage Engineering, Vol 138, No 6, 548-552, ¬2012
  11. Bilhan, O., Emiroglu, M. E., Miller, C.J., Experimental Investigation of Discharge Capacity of Labyrinth Weirs with and without Nappe Breakers. World Journal of Mechanics, Vol 6, 207-221, 2016
  12. Daneshfaraz, R., Ghahramanzadeh, A., Ghaderi, A., Joudi, A. R., Abraham, J., Investigation of the Effect of Edge Shape on Characteristics of Flow under Vertical Gates, Journal‐American Water Works Association, Vol 108, No 8, 425-432, 2016
  13. Ghaderi, A., Dasineh, M., Abbasi, S., Abraham, J., Investigation of trapezoidal sharp-crested side weir discharge coefficients under subcritical flow regimes using CFD, Applied Water Science, Vol 10, No 1, 31, 2020 [14] Savage, B., Frizell, K., Crowder, J., Brian versus brawn: The changing world of hydraulic model studies. Proc. of the ASDSO Annual Conference, Phoenix, Ariz., CD-ROM, 2004
  14. Daneshfaraz,