Threshold Submergence of Flow over PK Weirs
Commenced in January 2007
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Threshold Submergence of Flow over PK Weirs

Authors: A. Javaheri, A. R. Kabiri-Samani

Abstract:

In this study an extensive experimental research is carried out to develop a better understanding of the effects of Piano Key (PK) weir geometry on weir flow threshold submergence. Experiments were conducted in a 12 m long, 0.4 m wide and 0.7 m deep rectangular glass wall flume. The main objectives were to investigate the effect of the PK weir geometries including the weir length, weir height, inlet-outlet key widths, upstream and downstream apex overhangs, and slopped floors on threshold submergence and study the hydraulic flow characteristics. From the experimental results, a practical formula is proposed to evaluate the flow threshold submergence over PK weirs.

Keywords: Model experimentation, flow characteristics, Piano Key weir, threshold submergence.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1056074

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References:


[1] R.M. Anderson, "Piano Key weir head discharge relationships," MSc. Thesis, Department of Civil and Environmental Engineering, Utah State University, Utah, 2011, http://digitalcommons.usu.edu/etd/880.
[2] M. Barcouda et al., "Cost-effective increase in storage and safety of most dams using fuse gates or P.K. weirs," Proc. 22nd ICOLD Congress, Barcelona, Spain, 2006.
[3] M. Bieri et al., "Rehabilitation of the flood discharge capacity of Integration "PK-Weir" in existing dams, Réhabilitation de la capacité d-évacuation des crues Intégration de "PK-Weirs" sur des barrages existants," Colloque CFBR-SHF, Paris, 2009.
[4] P. Blanc, and F. Lempérière, "Labyrinth spillways have a promising future," Int. J. Hydro. Dams, 2001, 8(4), 129-131.
[5] M.G. Bos, "Discharge measurement structures. Intl. Institute for Land Reclamation and Improvement, Wageningen NL, 1989.
[6] T.C. Hien, H.T. Son, and M.H.T Khanh, "Results of some piano keys weir hydraulic model tests in Vietnam," Proc. 22nd ICOLD Congress, Barcelona, Spain, 2006.
[7] F. Laugier, "Design and construction of the first Piano Key weir spillway at Goulours dam," Int. J. Hydropower and Dams, 2007, 14(5), 94-100.
[8] F. Lempérière, and A. Ouamane , "Design of a new economic shape of weir," Proc. Int. Symp. Dams in the Societies of the 21st Century, Barcelona, Spain, 2006.
[9] F. Lempérière, and G. Jun, "Low cost increase of dams storage and flood mitigation: the Piano Keys weir," Proc. 19th Congress Int. Comm. Irrig. Drain. Beijing, China, 2005.
[10] F. Lempérière, and A. Ouamane, "The Piano Keys weir: a new costeffective solution for spillways," Int. J. Hydropower and Dams, 2003, 10(5), 144-149.
[11] O. Machiels, S. Erpicum, P. Archambeau, B. J. Dewals, and M. Pirotton, "Experimental analysis of the hydraulic weirs in piano keys, Analyse expérimentale du fonctionnement hydraulique des déversoirs en touches de piano," Colloque CFBR-SHF, Paris, 2009.
[12] O. Machiels, S. Erpicum, B. J. Dewals, P. Archambeau and M. Pirotton, "Experimental observation of flow characteristics over a Piano Key Weir," J. Hydr. Res., 2011, 49 (3), 359-366.
[13] A. Ouamane, and F. Lempérièr, "Design of a new economic shape of weir," Proc. Int. Symp. Dams in the Societies of the 21st Century, Barcelona, Spain, 2006, 463-470.
[14] J. P. Tullis, N. Amanian, and D. Waldron, "Design of labyrinth spillways," J. Hydr. Eng., 1995, 121(3), 247-255.
[15] N.B. Tuyen, "Influence of the oblique obstacles to the flow," Japan- Vietnam Estuary Workshop Ho Chi Minh City, Vietnam, 2007, 80-85.
[16] J. Pralong, F. Montarros, B. Blancher and F. Laugier, "A sensitivity analysis of Piano Key Weirs geometrical parameters based on 3D numerical modeling," Proc. Int. Conf. Labyrinth and Piano Key Weirs, CRC Press, Liege, Belgium, 2011a, 133-139.