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Development of River Meander Model

Authors

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

DOI:

https://doi.org/10.30564/jgr.v3i1.1845
Received: 28 April 2020 | Published Online: 2 July 2020

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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[11] Rozovskii, I. L.. Flow of water in bends of open channels. Academy of Sciences of the Ukrainian SSR, Kiev, USSR (in Russian),1957. (English Translation, Israel Program for Scientific Translation,Jerusalem, Israel, 1961).

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[14] Yilmaz, L.. Sedimentation in different rough boundary layers, Nisantasi University, 1453 Neocampus,Maslak, Istanbul, Turkey, 2019. (unpublished resource).

[15] Yilmaz L.. Irrigation and Drainage Management Studium Press.P.O. Box 772200,HOUSTON.TEXAS 77072 USA, 2012.

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Issue

2020 Vol.3 No.1

Article Type

Article

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Copyright © 2020 Levent Yilmaz

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