Title of article :
The impact of grain orientation and pebble surface roughness on the bond strength of simulated anchor ice
Author/Authors :
Tremblay، نويسنده , , Philippe and Lacey، نويسنده , , R.W. Jay and Leconte، نويسنده , , Robert، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2013
Pages :
9
From page :
36
To page :
44
Abstract :
Recent studies suggest that sediment transport caused by the release of anchor ice can have a significant influence on the annual sediment transport budget of a river. Our study examines the potential influence of different parameters on the strength of the bond between the ice and the surface of the pebbles. The main variables investigated are the roughness and orientation of aggregates, and the effect of hyporheic exchange under the anchor ice layer. Two experiments were conducted in the laboratory. The goal of the first experiment was to evaluate the influence of the size and roughness of the aggregates, while the second evaluated the influence of the size and roughness of the aggregates, as well as the effect of hyporheic flows. The results show that the depth of imprisonment of a pebble has a much greater influence on the strength of the ice–pebble bond than the surface area. It was also observed that surface roughness has a significant impact on this bond. Furthermore, the results suggest that hyporheic flows under the anchor ice layer likely weaken the strength of the ice–pebble link, promoting the release of the anchor ice. The use of oil-based paint was found to increase the strength of the ice–pebble bond. It should be noted that paint is commonly used as a method for identifying and tracking sediment movement and we suggest that its use could affect the results of sediment transport experiments involving anchor ice.
Keywords :
sediment transport , Grain orientation , Bed roughness , Hyporheic flow , Anchor ice , Painted pebbles
Journal title :
Cold Regions Science and Technology
Serial Year :
2013
Journal title :
Cold Regions Science and Technology
Record number :
2272834
Link To Document :
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