Sediment Distribution of the River Boundary Layer

Authors

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

DOI:

https://doi.org/10.30564/jgr.v3i1.1844

Abstract

The movement of particles on the river boundary layer is a complex phenomena which can be never solved by a deterministic approach. The unsteady non uniform conditions in flow boundary layer show the result of water surface and bed stream changing with time and location of particles. To determine the movement of boundary layer particles other new theories about stochastic processes using the theory of probability and statistics in river alluvial channels will give better results.

Keywords:

Sediment transport, Unsteady, Stochastic, Stream

References

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[5] Yilmaz, L.. Stochastic Sedimentation Process Distribution at Particle Energy. Nisantasi University,1453,Neocampus, Istanbul, Turkey, (unpublished research) 2019.

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[8] Lee, B. K.. Laboratory Study of an alluvial stream at one Foot Depth. Thesis presented to Colorado State University, at Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Master of Science, 1969.

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How to Cite

Yilmaz, L. (2020). Sediment Distribution of the River Boundary Layer. Journal of Geographical Research, 3(1), 9–13. https://doi.org/10.30564/jgr.v3i1.1844