Discussion at Maximum Sediment Discharge Theory | Zendy

Levent Yilmaz | Zendy

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Discussion at Maximum Sediment Discharge Theory

Author(s) -

Levent Yilmaz

Publication year - 2020

Publication title -

journal of geographical research

Language(s) - English

Resource type - Journals

ISSN - 2630-5070

DOI - 10.30564/jgr.v3i1.1572

Subject(s) - alluvium , sediment , geology , channel (broadcasting) , section (typography) , plane (geometry) , hydrology (agriculture) , geotechnical engineering , geomorphology , geometry , engineering , mathematics , computer science , telecommunications , operating system

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.

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