Author:
Bonakdari Hossein,Moazamnia Marjan
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference61 articles.
1. Absi, R. (2011). “An ordinary differential equation for velocity distribution and dip-phenomenon in open channel flows.” J. Hydr. Res., Vol. 49, No. 1, pp. 82–89.
2. Bayazit, M. (1983). “Flow structure and sediment transport mechanics in steep channels.” Proc. Euromech 156: Mech. of Sediment Transport, pp. 197–206.
3. Bonakdari, H., Larrarte, F., Lassabatere, L., and Joannis, C. (2008). “Turbulent velocity profile in fully-developed open channel flows.” Environ. Fluid Mech., Vol. 8, No. 1, pp. 1–17.
4. Cardoso, A. H., Graf, W. H., and Gust, G. (1989). “Uniform flow in a smooth open channel.” J. Hydr. Res., Vol. 27, No. 5, pp. 603–616.
5. Cebeci, T. and Smith, A. M. O. (1974). Analysis of turbulent boundary layers, Academic Press, New York.
Cited by
10 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献