Assessment of geomorphological bank evolution of the alluvial threshold rivers based on entropy concept parameters |
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| Authors: | Azadeh Gholami Majid Mohammadian Amir Hossein Zaji Bahram Gharabaghi |
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| Institution: | 1. Department of Civil Engineering, Razi University, Kermanshah, Iran;2. Department of Civil Engineering, University of Ottawa, Ottawa, Canada;3. School of Engineering, University of Guelph, Guelph, Canada |
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| Abstract: | The complex stream bank profiles in alluvial channels and rivers that are formed after reaching equilibrium has been a popular topic of research for many geomorphologists and river engineers. The entropy theory has recently been successfully applied to this problem. However, the existing methods restrict the further application of the entropy parameter to determine the cross-section slope of the river banks. To solve this limitation, we introduce a novel approach in the extraction of the equation based on the calculation of the entropy parameter (λ) and the transverse slope of the bank profile at threshold channel conditions. The effects of different hydraulic and geometric parameters are evaluated on a variation of the entropy parameter. Sensitivity analysis on the parameters affecting the entropy parameter shows that the most effective parameter on the λ-slope multiplier is the maximum slope of the bank profile and the dimensionless lateral distance of the river banks. |
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| Keywords: | stable channel entropy transverse slope bank profile river geomorphology uncertainty |
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