Discharge Coefficient Calibrations of Normal and Oblique Circular-Crested Weirs Under Incremental Flow Conditions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-023-01277-6.pdf
Reference50 articles.
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2. Aichel OG (1953) Discharge ratio for oblique weirs. Z Ver Dtsch Ing 95(1):26–27 ([in German])
3. Al-Naely H, Al-Khafaji Z, Khassaf S (2018) Effect of opening holes on the hydraulic performance for crump weir. Int J Eng 31(12):2022–2027
4. Aydin I, Altan-Sakarya A, Sisman C (2011) Discharge formula for rectangular sharp-crested weirs. Flow Meas Instrum 22(2):144–151
5. Bagheri S, Heidarpour M (2010) Overflow characteristics of circular-crested weirs. J Hydraul Res 48(4):515–520
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