Open Access
Issue
MATEC Web Conf.
Volume 144, 2018
International Conference on Research in Mechanical Engineering Sciences (RiMES 2017)
Article Number 01006
Number of page(s) 15
Section Machine Design
DOI https://doi.org/10.1051/matecconf/201814401006
Published online 09 January 2018
  1. Kirkpatrick, K. W. “Discharge coefficients for spillways at TVA dams.” Trans. Am. Soc. Civ. Eng., 122,190-210, (1957). [Google Scholar]
  2. Tullis, B. P., Amanian, N., and Waldron, D. “Design of labyrinth weir spillways.” J. Hydraul. Eng. 121(3), 247-255, (1995). [Google Scholar]
  3. Henderson, F. M., “Open channel flow.” Channel controls, MacMillan, New York, 174-176. (1966). [Google Scholar]
  4. Copel and, R., and Fletcher, B. “Model Study of Prado Spillway, California, Hydraulic model investigation Rep. ERDC /CHL TR-00-17. U.S. Army corps of Engineers Research and Development Centre Vicksburg, MS (2000). [Google Scholar]
  5. Hay, N., and Taylor, G. “Performance and design of labyrinth weirs. “ J. Hydrol Eng., 96(11), 2337-2357, (1970). [Google Scholar]
  6. Darvas, L. A. “Discussion of performance and design of labyrinth weirs by Hay and Taylor.” J. Hydro. Div., 97 (8), 1246-1251 (1971). [Google Scholar]
  7. Crookston, B. M. “Labyrinth weirs.” Ph.D. dissertation, Utah State Univ., Logan, UT (2010). [Google Scholar]
  8. Magalhães, A., and Lorena, M. “Hydraulic design of labyrinth weirs.” Rep. No. 736 National laboratory of civil Engineering, Lisbon, Portugal (1989). [Google Scholar]
  9. Houston, K.“Hydraulic model study of Hyrum Dam auxiliary labyrinth spillways. “ Rep. No. GR-82-13, U.S Bureau of Reclamation Denver, Co. (1983). [Google Scholar]
  10. Cassidy, J. “Labyrinth crests spillway planning design and construction.” Int. conf. on hydraulic aspects of Floods and Flood control, city Univ., London (1983). [Google Scholar]
  11. Page, D., Garcia, V., and Ninot, C. “Aliviaderos en laberinto. presa de Maria Cristina.” Ingenieria Civil, 146, 5-20 (in Spanish) (2007). [Google Scholar]
  12. Falvey, H. T. “Hydraulic design of labyrinth weirs.” ASCE Reston VA (2003). [Google Scholar]
  13. Gameson, A.L.H. “Weirs and aeration of rivers.” J. Inst. Water Eng., 11 (1957). [Google Scholar]
  14. Tsang, C. C. “Hydraulic and aeration performance of labyrinth weirs.” Ph.D., thesis, Univ. of London, (1987). [Google Scholar]
  15. Van-der kroon, G.T.N., and Schram A. H. “Weir aeration. I: H2O.” 22, 528-537 (1969a). Van-der Kroon, G.T.N., and Schram A. H. “ weir aeration. II: H2O.” 22, 538-545 (1969b). [Google Scholar]
  16. Apted, R. W., and Novak, P. “Some studies of oxygen uptake at weirs.” Proc. 15th congress, IAHR Paper B23.V (1973). [Google Scholar]
  17. Avery, S., and Novak, P. “Oxygen transfer at hydraulic structures.” J. Hydraul. Div., Am. Soc. Civ. Eng., 104 (11) 1521-1540 (1978). [Google Scholar]
  18. Thene, J. R. “Gas transfer at weirs using the hydrocarbon gas tracer method with headspace analysis.” MSc thesis, Univ. of Minnesota, (1988). [Google Scholar]
  19. Labocha, M., Corsi, R. L., and Zytner, R. G. “Parameters influencing oxygen uptake at clarifier weirs.” Water Environ. Res., 68(6), 988-994 (1996). [CrossRef] [Google Scholar]
  20. Wormleaton, P. R., and Soufiani, E. “Aeration performance of triangular plan form labyrinth weirs.” J. Environ. Eng., 124(8), 709-719 (1998). [CrossRef] [Google Scholar]
  21. Wormleaton, P. R., and Tsang, C. C. “Aeration performance of rectangular plan form labyrinth weir.” J. Environ. Eng., 126(5), 456-465 (2000). [CrossRef] [Google Scholar]
  22. Bazin, H. “Experiences nouvelles sur I’écoulement en déversoir.” Vol.VII, Annales des Points et Chausses, Memories et documents (1894). [Google Scholar]
  23. Cox, G. N. “The submerged weir as a measuring device.” Bulletin engineering experiment station series no. 67, Univ. of Winconsin, Madison, wis. (1928). [Google Scholar]
  24. Francis, J. B. “Experiments on the flow of water over submerged weirs.” Trans. Am. Soc. Civ. Eng., 13, 303-312, (1884). [Google Scholar]
  25. Fteley, A., and Stearns, F. P. “Description of some experiments on flow of water made during the construction of works for conveying water of Sudbury River to Boston.” Trans. Am. Soc. Civ. Eng., 12, 101-108, (1883). [Google Scholar]
  26. Ville Monte, J. R. “submerged weir discharge studies.” Eng. New-Rec., 139 (26), 54-56, (1947). [Google Scholar]
  27. Tullis, B. P., Young, J.C and Chandler, M. A. “Head-discharge relationships for submerged labyrinth weirs.” J. of Hydraul. Eng., 133 (3), 248-254, (2007). [CrossRef] [Google Scholar]
  28. Lempérière, F. and Ouamane, A. The piano keys weir: a new cost-effective solution for spillways. Hydro power and Dams Issue 5, 144-149, (2003). [Google Scholar]
  29. Lempérière, F., Ouamane, A. “The piano keys weir: a new cost-effective solution for spillways.” Int. J. Hydropower and Dams 10 (5), 144-149 (2003). [Google Scholar]
  30. Ouamane, A. and Lempérière F. “Design of a new economic shape of weir.’ Proceedings of the international symposium on Dams in the societies of the 21st century, 463-470. Barcelona, Spain (2006). [Google Scholar]
  31. Anderson, R. M. and Tullis, B. P. “Influence of PKW geometry on discharge.” In: Liege, S.E., Laugier, F., Boillat, J.L., Pirotton, M., Reverchon, B. and Schleiss, A.J., Eds., Proc. Int. Work. Labyrinth and PK weirs PKW 2011, CRC press, London, 75-80, (2011). [Google Scholar]
  32. Anderson, R. M. “Piano key weir head discharge relationships.” M.Sc. Thesis, Utah state Univ. Logan, UT (2011). [Google Scholar]
  33. Pralong, J., Vermeulen, J., Laugier, F., Erpicum, S., Boillat, J. L. “A naming convention for the piano key weir geometrical parameters.” Proc. Int. Workshop labyrinth and piano key weirs Liège B., 256-263, (2011). [Google Scholar]
  34. Ouamane, A., Lempérière, F. “Nouvelle conception de déversoir pour I’accroissement de la capacitè des retenues des barrages [New weir conception to increase dam reservoir capacities].” Proc. Coll. Int. Protection et Préservation des Resources en Eau, Blida, Algérie, 59-67 [in French], (2006). [Google Scholar]
  35. Le Doucen, O., Leite Ribeiro, M., Boillat, J.-L., Schleiss, A Laugier, F. “Etude Paramétrique de la capacité des PK-weirs [Parametric study of PK-weir capacity].” Proc. Modèles physiques hydrauliques : Outils indispensables du XXIe siecle, Lyon, 155-160. SHF, Paris (in French), (2009). [Google Scholar]
  36. Laugie, F. “Design and construction of the first piano key weir spillway at the Goulours Dam.” Hydropower and Dams 14(5), 94-101, (2007). [Google Scholar]
  37. Blanc, P., Lempérière, F. “Labyrinth spillways have a promising future.” Hydropower and Dams 8(4), 129-131, (2001). [Google Scholar]
  38. Bieri, M., Leite Ribeiro, M., Boillat, J.-L., Schleiss, A., Laugier, F., Delorme, F., Villard, J.-F. “Rehabilitation de la capacitè d’evacuation des crues: Intégration de ≪PK-Weirs≫ sur des barrages existants (Rehabilitation of floods discharge capacity: Integration of ≪PK –Weirs≫ on existing dams).” Proc. Colloque CFBR-SHF: Dimensionnement et fonctionnement des evacuateurs de crues. SHF, Paris (in French), (2009). [Google Scholar]
  39. Laugier, F., Lochu, A., Gille, C., Leite Ribeiro, M., Boillat, J.-L. “Design and construction of a labyrinth PKW spillway at Saint–Marc Dam, France.” Hydropower and Dams, 16(5), 100-107, (2009). [Google Scholar]
  40. Vermeulen, J., Laugier, F., Faramond, L. and Gilles, C. “Lessons learnt from design and construction of EDF first Piano Key weirs.” Pro. International workshop on labyrinths and piano key weirs PKW 2011, CPC press, 215-224, (2011). [Google Scholar]
  41. Erpicum, S., Machiels, o., Archambeau, P., Dewals, B. J., Pirotton, M. “ID numerical approach to model the flow over a Piano key weir.” Proc. Sim Hydro 2010 Nice. SHF, Paris. (2010). [Google Scholar]
  42. Anderson, R. M., and Tullis, B. P. “Comparison of Piano key and rectangular labyrinth weir hydraulics.” J. Hydraul. Eng. 138 (4), 358-361. (2012). [CrossRef] [Google Scholar]
  43. Lempérière, F. “New labyrinth weirs triple the spillways discharge.” (http://www.hydrocoop.org). (2010). [Google Scholar]
  44. Lempérière, F., Jun, G. “Low cost increase of dam storage and flood mitigation: the Piano keys weir.” Proc. 19th congress Int.comm. Irrig. Drain. Beijng, 1-19, (2005). [Google Scholar]
  45. Hien, T. C., Son, H. T., Khanh, M.H.T. Results of some piano keys weir hydraulic model test in Vietnam. Proc. 22nd I COLD Congress Barcelona Q87 (R 39), 581-596 (2006). [Google Scholar]
  46. Machiels, O., Erpicum, S., Dewals, B., Archambeau, P. and Pirotton, M. “Experimental observation of flow characteristics over a PKW.” J. Hydraulic res, 49, 359-366, (2011). [CrossRef] [Google Scholar]
  47. Machiels, O., Erpicum, S., Archambeau, P., Denals, B. J., Pirotton, M. “Piano key weir preliminary design method: Application to a new dam project.” Proc. Int. conf. Labyrinth and Piano key weirs Liege B, 199-206 (2011). [CrossRef] [Google Scholar]
  48. Machiels, O., Erpicum, S., Archambeau, P., Dewals, B. J., and Pirotton, M. “Influence of Piano key weir height on its discharge capacity.” Labyrinth 2nd piano key weirs, CRC Press, London, 59-66. (2011). [CrossRef] [Google Scholar]
  49. Marcelo LEITE RIBEIRO, Martin BIERI, Jean-Louis BOILLAT, Anton J. SCHLEISS, F. DELORME, F. LAUGIER. “Hydraulic capacity improvement of existing spillways-Design of piano key weirs.” VINGT TROISIEME CONGRES DES GRANDS BARRAGES Brasilia, (2009). [Google Scholar]
  50. Novak, P., Moffat, A.I.B., Nalluri, C. and Narayanan R. Hydraulic structures Unwin Hyman, London, UK [Google Scholar] (1990). [Google Scholar]
  51. Johnson, M. C. “Discharge coefficient analysis for flat-topped and sharp-crested layers.” Irrigation Science, 19(3), 133-137, (2000). [CrossRef] [Google Scholar]
  52. O. Machiels; P. Archambeau; B. Dewals, and M. Pirotton. “Parapet wall effect on piano key weir efficiency.” J. of Irrigation and drainage Eng., 506, (2013). [Google Scholar]
  53. Emiroglu ME, Kaya N, Agaccioglu H. “Discharge capacity of labyrinth side weir located on a straight Channel.” Journal of irrigation and drainage engineering 2010; 136 (1): 37-46. [CrossRef] [Google Scholar]
  54. Abdorreza, Kabiri, Samani, and Amir Javaheri. “Discharge coefficients for free and submerged flow over piano key weirs.” J. Hydraul. Res., 50:1, 114-120 (2012). [Google Scholar]
  55. R.A.R.V.Krishantha, S. S. Wickramasuriya. “Climate change adaptation: A Hydraulic model study to improve the spillway discharge of genital reservoir.” G78-1-4799-1740-2/15/$31.00c2015 IEEE. (2015). [Google Scholar]
  56. A. Mehboudi, J. Attari, Hosseini S. A.. “Experimental study of discharge coefficient for trapezoidal piano key weirs. http://dx.doi.org/10.1016/j.flowmeasinst.2016.06.005 (2016). [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.