Open Access
Issue
E3S Web Conf.
Volume 40, 2018
River Flow 2018 - Ninth International Conference on Fluvial Hydraulics
Article Number 05017
Number of page(s) 8
Section Fluid mechanics and sediment processes
DOI https://doi.org/10.1051/e3sconf/20184005017
Published online 05 September 2018
  1. Ishikawa, T., Suzuki, K., Tanaka, M. Efficient numerical analysis of an open channel flow with secondary circulations, Proc. JSCE 375/II-6, 181-189 (1986) [Google Scholar]
  2. Fukuoka, S., Watanabe, A., Nishimura, T. On the groin arrangement in meandering rivers. Ann. J. Hydraul. Eng. JSCE 443/11-18, 27-36, (1992) [Google Scholar]
  3. Jin, Y.-C, Steffler, P.M. Predicting flow in curved open channels by depth-averaged method, J. Hydraul. Eng. ASCE 119(1), 109-124 (1993) [CrossRef] [Google Scholar]
  4. Yeh, K.-C, Kennedy, J.F. Moment model of nonuniform channel-bend flow. I: fixed beds. J. Hydraul. Eng. ASCE 119(7): 776-95, (1993) [CrossRef] [Google Scholar]
  5. Finnie, F., Donnell, B., Letter, J., Bernard, S.B. Secondary flow correction for depth averaged flow calculations. J. Eng. Mech. 125, 848-63 (1999) [CrossRef] [Google Scholar]
  6. Blanckaert, K., de Vriend, H.J. Nonlinear modeling of mean flow redistribution in curved open channels. Water Resour. Res. 39(12), 1375 (2003) [CrossRef] [Google Scholar]
  7. Uchida, T. and Fukuoka, S. Numerical Simulation of Bed Variation in a Channel with a Series of Submerged Groins, Proceedings of the 34th IAHR World Congress, Brisbane, Australia, 4292-4299 (2011) [Google Scholar]
  8. Uchida, T. and Fukuoka, S. Numerical calculation for bed variation in compound-meandering channel using depth integrated model without assumption of shallow water flow, Adv. Water Resour. 72, 45-56 (2014) [Google Scholar]
  9. Uchida, T., Fukuoka, S., Papanicolaou, A. N. and Takiris, A. G. Non-hydrostatic quasi-3D model coupled with dynamic rough wall law for simulating flow over rough bed with submerged boulders, J. Hydraul. Eng. 142 (11), 04016054, 14p. (2016) [CrossRef] [Google Scholar]
  10. Chow, V. T. Open Channel Hydraulics, McGraw-Hill, p. 359, (1959) [Google Scholar]
  11. Ohtsu, I. and Yasuda, Y. Transition from supercritical to subcritical flow at an abrupt drop, J. Hydraul. Resear. 29 (3), 309-328 (1991) [CrossRef] [Google Scholar]
  12. Nikora, V., McLean, S., Coleman, S., Pokrajac, D., McEwan, I., Campbell, L., Aberle, J., Clunie, D. and Koll, K.: Double-averaging concept for rough-bed open-channel and overland flows: applications, J. Hydraul. Eng. 133, 884-895 (2007) [CrossRef] [Google Scholar]
  13. Engelund, F. Flow and bed topography in channel bends, Journal of Hydraulics Division, Proc. of ASCE 100 (11), 1631-1648 (1974) [Google Scholar]

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