Depth-Averaged Velocity Distribution in a Meandering Compound Channel Using Calibrating Coefficients
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-81768-8_19
Reference10 articles.
1. Abril JB, Knight DW (2004) Stage-discharge prediction for rivers in flood applying a depth-averaged model. J Hydraul Res 42:616–629. https://doi.org/10.1080/00221686.2004.9628315
2. Alawadi W, Al WS, Ali R, Al AH (2018) Application of the Shiono and Knight Method in asymmetric compound channels with different side slopes of the internal wall. Appl Water Sci 8:1–10. https://doi.org/10.1007/s13201-018-0663-4
3. Devi K, Khatua KK (2017) Depth-averaged velocity and boundary shear stress prediction in asymmetric compound channels. Arab J Sci Eng 42:3849–3862. https://doi.org/10.1007/s13369-017-2486-2
4. Huai WX, Xu ZG, Yang ZH, Zeng YH (2008) Two dimensional analytical solution for a partially vegetated compound channel flow. Appl Math Mech (English Ed) 29:1077–1084. https://doi.org/10.1007/s10483-008-0811-y
5. Liu C, Wright N, Liu X, Yang K (2014) An analytical model for lateral depth-averaged velocity distributions along a meander in curved compound channels. Adv Water Resour 74:26–43. https://doi.org/10.1016/j.advwatres.2014.08.003
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