RECENT PROGRESS OF SEDIMENT TRANSPORT RESEARCH AND PREDICTION OF BED DEFORMATION
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Publisher
Japan Society of Civil Engineers
Reference8 articles.
1. 1) Nagata, N., Hosoda, T, Muramoto, Y. and Rahman, M. M.: Numerical analysis of channel processes using a non-equilibrium sediment transport model for the bank erosion, Annual Journal of Hydraulic Engineering, JSCE, Vol.41, pp.889-894, 1997 (in Japanese).
2. 2) Sekine, M.: Numerical simulation of gravel bed deformation on the basis of particle motion analysis, Annual Journal of Hydraulic Engineering, JSCE, Vol.49, pp.973-978, 2005 (in Japanese).
3. 3) Ashida, K. and Fujita, M.: A stochastic model to calculate equilibrium and non-equilibrium suspended load in open channel, Proceedings of JSCE, No.375 / II-6, pp.107-116, 1986 (in Japanese).
4. Gravel-Silt-Packed Bed Model and Its Application to the River Channel Deformation with Vegetation
5. 5) Sekine, M.: Study on dispersion process of suspended sediment on the basis of particle motion analysis, Journal of JSCE, B, Vol. 63, No. 4, 311-322, 2007 (in Japanese).
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