The decrease in shear stress and increase in transport rates subsequent to an increase in sand supply to a gravel-bed channel |
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| Authors: | Joanna C Curran |
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| Institution: | Department of Civil Engineering, University of Virginia, Charlottesville, VA 22904, USA |
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| Abstract: | It is generally accepted that a gravel-bed river will aggrade if the supply of sediment to the river is increased. In a series of flume experiments using constant discharge and gravel feed rate, sand feed rates were increased to 6.1 times that of gravel. The slope of the bed decreased with increasing sand supply, indicating that the increased sediment load could be transported at the same rate due to a decrease in shear stresses. These results extend previous experiments to a wider range of boundary conditions. A recent surface transport model is used to predict the changes in bed composition and transport using the same sediment supply composition and feed rates as in the laboratory experiments. This model reasonably predicts a decrease in the reference shear stresses of the sand and gravel fractions as the sand supply is increased. An increase in sand supply can increase the mobility of gravel fractions in the stream bed, which can lead to bed degradation and preferential evacuation of these sediments from the river. |
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| Keywords: | Reference shear stress Sand and gravel Sediment transport Drag partitioning |
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