Discussion at Maximum Sediment Discharge Theory
DOI:
https://doi.org/10.30564/jgr.v3i1.1572Abstract
Keywords:
Sediment transport, Mathematical model, Empirical regime relationshipReferences
[1] Ackers, P.. Experiments on small streams in alluvium. Journal of the Hydraulics Division, ASCE,1964,90(HY4): 1-38.
[2] Ackers, P.. Use of sediment transport concepts in stable channel design. International Workshop on Alluvial River Problems, Roorkee, India, March, 1980.
[3] Bray, D. I.. Regime Equations for gravel bed rivers.Proceedings of the International workshop on engineering Problems in the Management of Gravel Bed Rivers, Newtown, Powys, United Kingdom,1980.
[4] Kennedy, R. G.. On the Prevention of Silting in irrigation channels. Proceedings, Institution of Civil Engineering, 1895, 119.
[5] Lacey, G.. Stable channels in alluvium. Proceedings,Institution of Civil Engineers, 1930, 229:259-384.
[6] Ramette, M.. A Theoretical Approach on Fluvial Processes. International Symposium on River Sedimentation, Beijing, China, 1980.
[7] Yilmaz, L.. On the problem of the meander development in alluvial channels. Bulletin of the Technical University of Istanbul, 1990, 43(4): 553-365.
[8] Yilmaz, L.. Meanderbildung, Beitrag in Türkisches Wissenschafts - Technologiezentrum e.V. Berlin [IWAWI]. Technische Universitaet Berlin, West Germany, 1989.
Downloads
Issue
Article Type
License
Copyright © 2020 Levent Yilmaz

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.


Levent Yilmaz 