A review of Piano Key Weir as a superior alternative for dam rehabilitation

被引:16
作者
Abhash A. [1 ]
Pandey K.K. [1 ]
机构
[1] Department of Civil Engineering, Indian Institute of Technology (BHU), Varanasi
关键词
dam rehabilitation; discharge capacity; economy; Flood; Piano Key Weir (PKW);
D O I
10.1080/09715010.2020.1767516
中图分类号
学科分类号
摘要
Dams fall in ‘installations containing dangerous forces’ because of their massive impact on the environment and civilian life and property as per International humanitarian law. As such, it becomes vital for hydraulic engineers to refurbish various solutions for dam rehabilitation. This paper presents a review of a new type of weir installation called Piano Key Weir (PKW), which is becoming popular around the world for its higher spillway capacity both for existing and new dam spillway installations. This paper reviews the geometry along with structural integrity, discharging capacity, economic aspects, aeration requirements, sediment transport and erosion aspects of Piano Key Weir (PKW) as compared with other traditional spillway structures and alternatives from literature. The comparison with other alternatives shows PKW to be an excellent alternative for dam risk mitigation owing to its high spillway capabilities and economy, along with its use in both existing and new hydraulic structures. © 2020 Indian Society for Hydraulics.
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收藏
页码:541 / 551
页数:10
相关论文
共 82 条
[1]  
Anderson R., Tullis B., Influence of Piano Key Weir geometry on discharge, Proc. Int. Conf. Labyrinth and Piano Key Weirs Liège B, (2011)
[2]  
Anderson R., Tullis B., Piano key weir hydraulics and labyrinth weir comparison, J. Irrig. Drain. Eng., 139, 3, pp. 246-253, (2012)
[3]  
Anderson R., Tullis B., Piano key weir: Reservoir versus channel application, J. Irrig. Drain. Eng., 138, 8, pp. 773-776, (2012)
[4]  
Anderson R.M., Piano key weir head discharge relationships, (2011)
[5]  
Bashiri H., Dewals B., Pirotton M., Archambeau P., Erpicum S., Towards a new design equation for piano key weirs discharge capacity, Proc. of the 6th International Symposium on Hydraulic Structures, (2016)
[6]  
Bianucci S.P., Sordo Ward A.F., Perez Diaz J.I., Garcia-Palacios J.H., Mediero Orduna L.J., Garrote de Marcos L., Risk-based methodology for parameter calibration of a reservoir flood control model, Natl. Hazard Earth Syst. Sci., 13, 4, pp. 965-981, (2013)
[7]  
Blancher B., Montarros F., Laugier F., Hydraulic comparison between Piano Key Weirs and labyrinth spillways, Proc. Int. Conf. Labyrinth and Piano Key Weirs Liège B, (2011)
[8]  
Botha A., Fitz I., Moore A., Mulder F., Van Deventer N., Application of the Piano Key Weir spillway in the Republic of South Africa, Labyrinth and Piano Key Weirs II, (2013)
[9]  
Chahartaghi M.K., Nazari S., Shooshtari M.M., Experimental and numerical simulation of arced trapezoidal Piano Key Weirs, Flow Meas. Instrum., 68, (2019)
[10]  
Chi Hien T., Thanh Son H., Ho Ta Khanh M., Results of some ‘piano keys’ weir hydraulic model tests in Vietnam, Proc., 22nd Int. Congress of Large Dams, Question 87, Response 39, (2006)