Discussion at Maximum Sediment Discharge Theory


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




It is observed the gravel river sediment discharge with existing empiricalregime relationships. The aim of the research is to give a mathematicalmodel about the stable cross-section geometry and to determine a modelfor the stable slope of an alluvial channel which is in nature seldom stable.In an alluvial channel to reach an equilibrium condition, it changes its planegeometry until to have a stable condition in plane configuration. There arethree different parameters in plan configuration about river behavior: width,depth and slope.


Sediment transport, Mathematical model, Empirical regime relationship


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How to Cite

Yilmaz, L. (2020). Discussion at Maximum Sediment Discharge Theory. Journal of Geographical Research, 3(1), 1–5. https://doi.org/10.30564/jgr.v3i1.1572





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