Articles | Volume 386
https://doi.org/10.5194/piahs-386-229-2024
https://doi.org/10.5194/piahs-386-229-2024
Post-conference publication
 | 
19 Apr 2024
Post-conference publication |  | 19 Apr 2024

Application of Entrainment Velocity Concept for Evaluation of River Morphology: A Numerical Model Study

Robin K. Biswas, Shinji Egashira, and Daisuke Harada

Related authors

Sediment transport processes in the Sangu River basin using a rainfall-sediment runoff model for sustainable river management
Md. Majadur Rahman, Daisuke Harada, and Shinji Egashira
Proc. IAHS, 386, 109–114, https://doi.org/10.5194/piahs-386-109-2024,https://doi.org/10.5194/piahs-386-109-2024, 2024
Short summary
Methods to create hazard maps for flood disasters with sediment and driftwood
Daisuke Harada and Shinji Egashira
Proc. IAHS, 386, 159–164, https://doi.org/10.5194/piahs-386-159-2024,https://doi.org/10.5194/piahs-386-159-2024, 2024
Short summary
Method to evaluate large-wood behavior in terms of the convection equation associated with sediment erosion and deposition
Daisuke Harada and Shinji Egashira
Earth Surf. Dynam., 11, 1183–1197, https://doi.org/10.5194/esurf-11-1183-2023,https://doi.org/10.5194/esurf-11-1183-2023, 2023
Short summary

Cited articles

Akiyama, J. and Fukushima, Y.: Entrainment of noncohesive sediment into suspension, 3rd Int. Symp. on River Sedimentation, edited by: Wang, S. Y., Shen, H. W., and Ding, L. Z., Univ. of Mississippi, 804–813, ISBN 0937099007, 1986. 
Asahi, K., Shimizu, Y., Nelson, J., and Parker, G.: Numerical simulation of river meandering with self-evolving banks, J. Geophys. Res.-Earth, 118, 2208–2229, https://doi.org/10.1002/jgrf.20150, 2013. 
Ashida, K. and Michiue, M.: Study on hydraulic resistance and bed-load transport rate in alluvial streams, Proc. JSCE, 206, 59–69, 1972. 
Celik, I. and Rodi, W.: A deposition entrainment model for suspended sediment transport, Report SFB 210/T/6, Universitat Karlsruhe, Karlsruhe, West Germany, 1984. 
Celik, I. and Rodi, W.: Modeling suspended sediment transport in non-equilibrium situations, J. Hydraul. Eng., 114, 1157–1197, https://doi.org/10.1061/(ASCE)0733-9429(1988)114:10(1157), 1988. 
Download
Short summary
This study applies a new method for better understanding the issues river problems. A case study is performed for one of the rivers in Bangladesh. It involved data collection by field survey and reviewing literatures. One of the most interesting findings of the study is to expand our knowledge for treating river problems associated to suspended sediment transport. The case study provided information showing the rational advantages of the new method and to explore the reasons of its pertinence.