Evaluation of shear stress and unit stream power to determine the sediment transport capacity of loess materials on different slopes
2018
Purpose
This study aims to evaluate the relationship between loess soil-based sediment transport capacity and the most well-known and extensively used shear stress and unit stream power for different steep slopes. This study also determined the suitability of shear stress- and unit stream power-based transport capacity functions for rill flow on non-erodible bed.
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