EXPERIMENTAL COMPARISON OF FLOW ENERGY LOSS IN TYPE-B AND -C TRAPEZOIDAL PIANO KEY WEIRS (PKWS)

Authors

  • Ali Qasim Rdhaiwi Department of Water Resources Engineering, College of Engineering, Mustansiriyah University, Baghdad, Iraq Author https://orcid.org/0000-0002-6608-9429
  • Ali Khoshfetrat Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran. Author
  • Amirhossein Fathi Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran Author

DOI:

https://doi.org/10.31272/jeasd.28.1.4

Keywords:

Energy Loss, Piano Key Weir (PKW), Discharge Coefficient

Abstract

As non-linear weirs with a high flow rate, Piano Key Weirs (PKWs) have attracted the attention of water engineers in recent years. Given the limited information available on the energy losses of these weirs, it is important to investigate the energy losses and discharge capacity of these weirs. In this research, two trapezoidal PKWs, i.e., type-B and -C, with a height of 0.2 m were used. The studied flow rates were 0.025, 0.03, 0.035, and 0.04 m3/s. The results showed that energy loss decreased by increasing the flow velocity and upstream depth. The average energy loss in the type-B trapezoidal PKW was about 10.9% lower than that in the type-C PKW. The type-B weir had a higher discharge coefficient of about 5.6% compared to that of the type-C weir. Finally, an equation was presented to calculate the energy loss of these two weirs with a correlation coefficient of 97.42%.

References

Chanson, H., 1994. Hydraulics of nappe flow regime above stepped chutes and spillways. Australian Civil/Structural Engineering Transactions, Vol. 1, pp.69-76.

Shi, H., Chen, J., Liu, S., & Sivakumar, B. 2019. The role of large dams in promoting economic development under the pressure of population growth. Sustainability, Vol. 11, Issue 10, 2965.

https://doi.org/10.3390/su11102965

Abdulateef M., Hoobi T R., & Sadeq A., A. 2022. Operation Of Mosul – Dokan Reservoirs And Samarra Barrage Using Hec – Res.Sim Model During Flood Period. Journal of Engineering and Sustainable Development, Vol. 26, Issue 2, 23–29. https://doi.org/10.31272/jeasd.26.2.3

Rafique, A., Burian, S., Hassan, D., & Bano, R. 2020. Analysis of operational changes of Tarbela Reservoir to improve the water supply, hydropower generation, and flood control objectives. Sustainability, Vol. 2, Issue 18, 7822. https://doi.org/10.3390/su12187822

Karami, S., & Karami, E. 2020. Sustainability assessment of dams. Environment, Development and Sustainability, Vol. 22, pp: 2919-2940. https://doi.org/10.1007/s10668-019-00326-3

Pinto, M., Matos, J.D.S.G. and dos Santos Viseu, M.T.F., 2017. Energy dissipation on stepped spillways with a piano key weir: experimental study. Instituto Superior Técnico, Lisbon (in Portuguese), pp.1-11.

Dhafer Abed, A., & Md Azlin Md Said. 2022. Building a Hydraulic Model to Raise the Level of the Tigris River in the Scarcity Period. Journal of Engineering and Sustainable Development, Vol. 26, Issue 6, pp:13–22. https://doi.org/10.31272/jeasd.26.6.2

Anderson, R.M. and Tullis, B.P., 2012. Piano key weir: Reservoir versus channel application. Journal of Irrigation and Drainage Engineering, Vol. 138, Issue 8, pp.773-776. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000464

Lempérière, F. and Ouamane, A., 2003. The Piano Keys weir: a new cost-effective solution for spillways. International Journal on Hydropower & Dams, Vol. 10, Issue 5, pp.144-149.

Qasim Rdhaiwi, A., Khoshfetrat, A. ., & Fathi, A. 2023. Experimental Investigation Of Scour Downstream Of A C-Type Trapezoidal Piano Key Weir With Stilling Basin. Journal of Engineering and Sustainable Development, Vol. 27, Issue 6, pp:688–697. https://doi.org/10.31272/jeasd.27.6.2

Laugier, F., Lochu, A., Gille, C., Leite Ribeiro, M. and Boillat, J.L., 2009. Design and construction of a labyrinth PKW spillway at Saint-Marc dam, France. Hydropower & Dams, 16 (ARTICLE), pp.100-107.

Anderson, R.M. and Tullis, B., 2011, May. Influence of Piano Key Weir geometry on discharge. In Proceedings of the International Conference Labyrinth and Piano Key Weirs (pp. 75-80).

Kabiri-Samani, A. and Javaheri, A., 2012. Discharge coefficients for free and submerged flow over Piano Key weirs. Journal of Hydraulic Research, Vol. 50, Issue 1, pp.114-120. https://doi.org/10.1080/00221686.2011.647888

Ribeiro, M.L., Boillat, J.L., Schleiss, A., Laugier, F. and Albalat, C., 2007. Rehabilitation of St-Marc dam. Experimental optimization of a piano key weir. In Proc. of 32nd Congress of IAHR. Vince. Italy.

Khanh, M.H.T., Hien, T.C. and Quat, D.S., 2023. Study and construction of PK Weirs in Vietnam (2004 to 2011). [Accessed Online 2023]. https://www.semanticscholar.org/paper/Study-and-construction-of-PK-Weirs-in-Vietnam-%28-to-Khanh-Hien/.

Bieri, M., Federspiel, M., Boillat, J.L., Houdant, B., Faramond, L. and Delorme, F., 2011. Energy dissipation downstream of piano key weirs–case study of Gloriettes Dam (France). Labyrinth and piano key weirs–PKW 2011, pp.123-130. https://doi.org/10.1201/b12349-19

Erpicum, S., Laugier, F., Pfister, M., Pirotton, M., Cicero, G.M. and Schleiss, A.J. eds., 2013. Labyrinth and Piano Key Weirs II. CRC Press.

Sajadi, S.M., 2017. Effect of baffled outlet keys at Piano Key Weir on dissipating energy. Irrigation and Drainage Structures Engineering Research, Vol. 18, Issue 69, pp.77-92. https://doi.org/10.22092/aridse.2017.108456.1165

Al-Shukur, A.H.K. and Al-Khafaji, G.H., 2018. Experimental Study of The Hydraulic Performance Of Piano Key Weir. International Journal of Energy and Environment, Vol. 9, Issue 1, pp.63-70.

Naghibzadeh, S.M., Heidarnezhad, M., Masjedi, A. and Bordbar, A., 2020. Experimental and Numerical Analysis of Energy Dissipation in Piano Key Weirs with Stepped and Baffled Barriers at Downstream Slop. Iranian Journal of Soil and Water Research, Vol. 51, Issue 10, pp.2431-2442. https://doi.org/10.22059/ijswr.2020.295541.668467

Eslinger R., K. and Crookston, B.M., 2020. Energy Dissipation of Type A Piano Key Weir. Water, Vol. 12, Issue 5, p.1253. https://doi.org/10.3390/w12051253

Singh, D. and Kumar, M., 2022. Gene Expression Programming For Computing Energy Dissipation over Type-B Piano Key Weir. Renewable Energy Focus, 41, pp.230-235. https://doi.org/10.1016/j.ref.2022.03.005

Fathi, A., Abdi Chooplou, Ch. and Ghodsian, M.G., 2023. An Experimental Study of Flow Energy Loss in Trapezoidal Stepped Piano Key Weirs (PKWs). Modares Civil Engineering journal, 23(4), pp.0-0.

Elyass, S.S., 2012. Effect of Channel Slope on Energy Dissipation of Flow for Single Step Broad–Crested Weirs. Journal of Engineering and Sustainable Development, 16(3), pp.91-103.

Sumer, B.M. and Fredsoe, J., 1991, August. Onset Of Scour Below A Pipeline Exposed To Waves. In The First International Offshore and Polar Engineering Conference. OnePetro.

Novák, P. and Čabelka, J., 1981. Models in hydraulic engineering: Physical principles and design applications. Monographs & surveys in water.

Hassan, S.N., 2013. The Effect of Total Solids on the Discharge Coefficient of Spillway, Broad crested Weir and Crump Weir. Journal of Engineering and Sustainable Development, Vol.17, Issue 2, pp.233-242.

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Key Dates

Published

2024-01-01

How to Cite

EXPERIMENTAL COMPARISON OF FLOW ENERGY LOSS IN TYPE-B AND -C TRAPEZOIDAL PIANO KEY WEIRS (PKWS). (2024). Journal of Engineering and Sustainable Development, 28(1), 55-64. https://doi.org/10.31272/jeasd.28.1.4

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