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Experimental and numerical investigation of bed-load transport under unsteady flows
(American Society of Civil Engineers, 2011-11)
The dynamic behavior of bed-load sediment transport under unsteady flow conditions is experimentally and numerically investigated. A series of experiments are conducted in a rectangular flume (18 m in length, 0.80 m in ...
Transport capacity models for unsteady and non-equilibrium sediment transport in alluvial channels
This study investigates transport capacity models based on different dominant variables-shear stress, stream power, unit stream power, flow discharge, flow velocity, and energy slope - in a model of unsteady and non-equilibrium ...