Development of River Meander Model

Authors

  • Levent Yilmaz Nisantasi University, 1453 Neocampus, Civil Engineering Department, Hydraulic Division, 80626, Maslak, Istanbul, Turkey

DOI:

https://doi.org/10.30564/jgr.v3i1.1845

Abstract

In the studies of open-channel flow with suspended sediments, used a constant of Von Karman κ in a model for velocity profile. The augmentation parameters have been added by various researchers in more recent development of the boundary-layer theory of meander development. In this research new parameters will be included because of the existence of the turbulent flow region in meandering channels because of boundary-layer theory.

Keywords:

Meander; Flow; Model; Boundary layer; Sediment

References

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How to Cite

Yilmaz, L. (2020). Development of River Meander Model. Journal of Geographical Research, 3(1), 14–17. https://doi.org/10.30564/jgr.v3i1.1845

Issue

Vol. 3 , Iss. 1 (January 2020): Special Issue

Article Type

Article

License

Copyright © 2020 Levent Yilmaz

Creative Commons License

This is an open access article under the Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) License.

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