بررسی آزمایشگاهی تأثیر محل قرارگیری دیواره سپری بر عملکرد سرریز زیگزاگی و کلید پیانویی با مقطع ذوزنقه‌ای

Afzalian, A.R. and Ahadian, J. (2015a) Piano Key Weirs with Positive Parapet Wall. Water and Soil Science, 25 (4-2), 97-107. (In Farsi)

Afzalian, A.R. and Ahadian, J. (2015b) Piano key weir with sloped parapet wall. Journal of Irrigation Science and Engineering, 38 (2), 92-102. (In Farsi)

Anderson, R.M., Tullis, B.P. and ASCE, M. (2013) Piano Key Weir Hydraulics and Labyrinth Weir Comparison, Journal of Irrigation and Drainage Engineering, 139 (3), 246-253.

Babb, A. (1976) Hydraulic model study of the Boardman Reservoir Spillway. R.L Albook Hydraulic Laboratory, Washington State University, Pullman, Wash.

Barcouda, M., Cazaillet, O., Cochet, P., Jones, B.A., Lacroix, S., Laugier, F., Odeyer, C. and Vingny, J.P. (2006) Cost-effective increase in storage and safety of most dams using fusegates or P. K. weirs. In: Proceedings of the International Commission on Large Dams, 22nd ICOLD Congress. Barcelona, Spain.

Gonzalez, C.A. and Chanson, H. (1995) Hydraulic Design of Stepped Cascades, Channels, Weirs and Spillways, Dam Engineering, 17(4), 223-244.

Hay, N. and Taylor, G. (1970) Performance and design of labyrinth weirs. Journal of Hydraulic Division (ASCE), 96(2), 2337-2357.

Javaheri, A. and Kabiri Samani, A.R. (2011) Determining the discharge coefficient of piano-key weirs in free flow. In: Proceedings of the 1^th International Conference and the 3^th National Conference on Dams and Water Power Plants, 9-20 Oct., Tehran, Iran. (In Farsi)

Kabiri-Samani, A.R. (2010) Analytical approach for flow over an oblique weir. Transaction, A: Civil Engineering, Scientia Iranica. Sharif University of Technology, Tehran, Iran, 17(2): 107-117.

Lempérière, F. (2017) Dams and Floods. Journal of Engineering, 3(1), 144-149.

Lempérière, F. and Jun, G. (2005) Low cost increase of dam’s storage and flood mitigation: the piano keys weir. In: Proceedings of the 19th Congress of the International Commission on Irrigation and Drainage (ICID), Beijing, China.

Lempérière, F. and Ouamane, A. (2003) The piano keys weir: A new cost-effective solution for spillways. International Journal on Hydropower and Dams, (5):144–149.

Lux III, F.L. and Hinchcliff, D. (1985) Design and Construction of Labyrinth Spillways. In: Proceedings of the 15th International Congress on Large Dams, International Commission on Large Dams, Paris, France, 4(15), 249-274.

Lux, F. (1993) Design Methodologies for Labyrinth Weirs, In: Proceedings of the Water Power and Dam Construction, Nashville, Tenn, pp. 1379-1407.

Machiels, O., Erpicum, S., Archambeau, P., Dewals, B. and Pirotton, M. (2013) Parapet wall effect on piano key weir efficiency. Journal of Irrigation and Drainage Engineering, 139(6), 506-511.

Machiels, O., Erpicum, S., Archambeau, P., Dewals, B.J. and Pirotton, M. (2010) Experimental study of the hydraulic behavior of Piano Key Weirs. In: Proceedings of the 17th Congress of the Asia and Pacific Division of the International Association of Hydro-Environment Engineering and Research (IAHRAPD). 21-24 Feb. Auckland, New-Zealand.

Machiels, O., Erpicum, S., Pirotton, M., Dewals, B. and Archambeau, P. (2012) Experimental analysis of PKW hydraulic performance and geometric parameters optimum. In: Proceedings of International Workshop on Piano Key Weir for In-stream Storage and Dam Safety, May 30th - June 1st, New Delhi, India, pp. 97-114.

Tullis, J.P., Amanian, N. and Waldron, D. (1995) Design of Labyrinth Spillways. Journal of Hydraulic Engineering, (ASCE), 121 (3), 247.