Experimental Study of the Hydraulic Performance of D-Type Triangular Piano Key Weirs
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-021-00630-y.pdf
Reference30 articles.
1. Machiels O, Erpicum S, Dewals B, Archambeau P, Pirotton M (2011) Experimental observation of flow characteristics over a piano key weir. J Hydraul Res 49(3):359–366. https://doi.org/10.1080/00221686.2011.567761
2. Tullis BP, Young JC, Chandler MA (2007) Head-discharge relationships for submerged labyrinth weirs. J Hydraul Eng 133(3):248–254. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:3(248)
3. Anderson RM, Tullis BP (2012) Comparison of piano key and rectangular labyrinth weir hydraulics. J Hydraul Eng 138(4):358–361. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000509
4. Blanc P, Lempérière F (2001) Labyrinth spillways have a promising future. Int J Hydropower Dams 8(4):129–131. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001646
5. Machiels O (2012) Experimental study of the hydraulic behaviour of Piano Key Weirs Doctoral dissertation, Université de Liège, Belgium.
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