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Proceedings of the International Association of Hydrological Sciences An open-access publication for refereed proceedings in hydrology
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Volume 367
Proc. IAHS, 367, 157–162, 2015
https://doi.org/10.5194/piahs-367-157-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
Proc. IAHS, 367, 157–162, 2015
https://doi.org/10.5194/piahs-367-157-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.

  03 Mar 2015

03 Mar 2015

The effect of coarse gravel on cohesive sediment entrapment in an annular flume

K. Glasbergen1, M. Stone2, B. Krishnappan3, J. Dixon4, and U. Silins5 K. Glasbergen et al.
  • 1GeoProcess Research Associates Inc, Burlington, Ontario, Canada
  • 2Geography and Environmental Management, University of Waterloo, Waterloo, Ontario, Canada
  • 3Environment Canada, Burlington, Ontario, Canada
  • 4City of Calgary, Calgary, Alberta, Canada
  • 5Department of Renewable Resources, University of Alberta, Edmonton, Alberta, Canada

Keywords: Erosion, cohesive sediment, entrapment, sedimentation, gravel bed

Abstract. While cohesive sediment generally represents a small fraction (<0.5%) of the total sediment mass stored in gravel-bed rivers, it can strongly influence physical and biogeochemical processes in the hyporheic zone and alter aquatic habitat. This research was conducted to examine mechanisms governing the interaction of cohesive sediments with gravel beds in the Elbow River, Alberta, Canada. A series of erosion and deposition experiments with and without a gravel bed were conducted in a 5-m diameter annular flume. The critical shear stress for deposition and erosion of cohesive sediment without gravel was 0.115 Pa and 0.212 Pa, respectively. In experiments with a gravel bed, cohesive sediment moved from the water column into the gravel bed via the coupling of surface and pore water flow. Once in the gravel bed, cohesive sediments were not mobilized under the maximum applied shear stresses (1.11 Pa) used in the experiment. The gravel bed had an entrapment coefficient (ratio between the entrapment flux and the settling flux) of 0.2. Accordingly, when flow conditions are sufficient to produce a shear stress that will mobilize the armour layer of the gravel bed (>16 Pa), cohesive materials trapped within the gravel bed will be entrained and transported into the Glenmore Reservoir, where sediment-associated nutrients may pose treatment challenges to the drinking water supply.

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