The Effect of Froude Number on Flow Field of U-Shaped Channel Along a Side Weir in Supercritical Flow Regime
Author:
Publisher
Springer Science and Business Media LLC
Subject
Computational Mathematics
Link
http://link.springer.com/content/pdf/10.1007/s10598-019-09452-z.pdf
Reference25 articles.
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3. Y. Muslu, E. Yüksel, and H. Tozluk, “Transition effects in flow over side weir,” J. Irrig. Drain. Eng., 130, No. 1, 92–95 (2004).
4. M. E. Emiroglu, H. Agaccioglu, and N. Kaya, “Discharging capacity of rectangular side weirs in straight open channels,” Flow Meas. Instrum., 22, 319–330 (2011).
5. S. Bagheri and M. Heidarpour, “Characteristics of flow over rectangular sharp-crested side weirs,” J. Irrig. Drain. Eng., 138, No. 6, 541–547 (2012).
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1. Flow division under a steady flow mode;E3S Web of Conferences;2023
2. Characteristics of Water Surface Profile over Rectangular Side Weir for Supercritical Flows;Journal of Irrigation and Drainage Engineering;2021-05
3. Numerical evaluation of turbulent flow in a circular conduit along a side weir;Applied Water Science;2019-12-20
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