Hydraulic Performance of Sharp-Crested Side Slit Weirs
Author:
Publisher
Springer Science and Business Media LLC
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11269-023-03433-z.pdf
Reference30 articles.
1. Akbari M, Salmasi F, Arvanaghi H et al (2019) Application of gaussian process regression model to predict discharge coefficient of gated piano key weir. Water Resour Manage 33:3929–3947. https://doi.org/10.1007/s11269-019-02343-3
2. Aydin I, Altan-Sakarya AB, Ger AM (2006) Performance of slit weir. J Hydraul Eng 132:987–989. https://doi.org/10.1061/(asce)0733-9429(2006)132:9(987)
3. Aydin I, Ger AM, Hincal O (2002) Measurement of small discharges in open channels by slit weir. J Hydraul Eng 128:234–237. https://doi.org/10.1061/(asce)0733-9429(2002)128:2(234)
4. Bagheri S, Heidarpour M (2012) Characteristics of flow over rectangular sharp-crested side weirs. J Irrig Drain Eng 138:541–547. https://doi.org/10.1061/(asce)ir.1943-4774.0000433
5. Bagheri S, Kabiri-Samani AR, Heidarpour M (2014) Discharge coefficient of rectangular sharp-crested side weirs Part II: Domínguez’s method. Flow Meas Instrum 35:116–121. https://doi.org/10.1016/j.flowmeasinst.2013.10.006
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