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Cited article:

Kernel-based framework for improved prediction of discharge coefficient in vertically supported cylindrical weirs

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Journal of Hydroinformatics 26 (8) 1883 (2024)
https://doi.org/10.2166/hydro.2024.039

Low-Head Hydraulic Structures in Irrigation and Drainage Engineering: Challenging Operation and Design Implications

Hubert Chanson
Journal of Irrigation and Drainage Engineering 150 (5) (2024)
https://doi.org/10.1061/JIDEDH.IRENG-10288

Data-intelligence approaches for comprehensive assessment of discharge coefficient prediction in cylindrical weirs: Insights from extensive experimental data sets

Kiyoumars Roushangar, Saman Shahnazi and Amir Mehrizad
Measurement 233 114673 (2024)
https://doi.org/10.1016/j.measurement.2024.114673

Discharge Coefficient of Circular-Crested Weirs Based on a Combination of Flow around a Cylinder and Circulation

Abdorreza Kabiri-Samani and Sara Bagheri
Journal of Irrigation and Drainage Engineering 140 (5) (2014)
https://doi.org/10.1061/(ASCE)IR.1943-4774.0000695

The effects of various upstream arches of crest of the circular crested weir on hydraulic parameters

Saeid Shabanlou, Eghbal Khorami and Ahmad Rajabi
Flow Measurement and Instrumentation 32 103 (2013)
https://doi.org/10.1016/j.flowmeasinst.2013.03.002

Application of potential flow to circular-crested weir

Manouchehr Heidarpour, Jahanshir Mohammadzadeh Habili and Amir Hamzeh Haghiabi
Journal of Hydraulic Research 46 (5) 699 (2008)
https://doi.org/10.3826/jhr.2008.3181