Numerical and experimental analysis of scour downstream of piano key weirs
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-022-01960-w.pdf
Reference27 articles.
1. Vischer D L and Hager W H 1998 Dam hydraulics. John Wiley & Sons, Chichester West Sussex
2. Ribeiro M L, Pfister M, Schleiss A J and Boillat J L 2012 Hydraulic design of A-type piano key weirs. J. Hyd. Res. 50(4): 400–408
3. Khatsuria R 2005 Hydraulics of Spillways and Energy Dissipators. Georgia Institute of Technology, Marcel Dekker Atlanta
4. Gebhardt M, Herbst J, Merkel J and Belzner F 2019 Sedimentation at labyrinth weirs–an experimental study of the self-cleaning process. J. Hyd. Res. 57(4): 579–590
5. Ghaderi A, Daneshfaraz R, Abbasi S and Abraham J 2020 Numerical analysis of the hydraulic characteristics of modified labyrinth weirs. Int. J. Ene. & Water Res.: 425-436
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3. An experimental and numerical study on the flow field and scour downstream of rectangular piano key weirs with crest indentations;Innovative Infrastructure Solutions;2023-04-12
4. Temporal evolution of scouring downstream of a trapezoidal piano key weir;International Journal of River Basin Management;2022-11-14
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