The role of fine sediment infiltration in the transport of gravels: experimental insights

A reliable estimation of sediment transport in gravel-bed streams is 
important for various practical engineering and biological studies 
(e.g., channel stability design, bed degradation/aggradation, 
restoration of spawning habitat). In this presentation, I will present 
laboratory experiments conducted by Albert Herrero and Emeline Perret 
[1] investigating the infiltration of fine sediment within a coarse 
gravel bed and the transport of the resulting infiltrated gravels at low 
bed shear stresses. Effects of fine sediments were examined by testing 
beds with sand, artificial fine sand or cohesive silt infiltrated in the 
gravel matrix.
Analysis of the experimental data revealed that the transport of gravel 
particles depends upon the bed arrangement, the bed material properties 
(e.g., size and shape, consolidation index, permeability) and the 
concentration of fine sediments within the surface layer of moving 
grains. This concentration is directly related to the distribution of 
fine particles within the gravel matrix (i.e., bottom-up infiltration or 
bridging) and their transport mode (i.e., bedload or suspended load). 
Compared to loose beds, the mobility of gravel is reduced for packed 
beds and for beds clogged from the bottom up with cohesive fine 
sediments; in both cases, the bed shear stress for gravel entrainment 
increases by about 12%. On the other hand, the mobility of gravel 
increases significantly (bed shear stress for particle motion decreasing 
up to 40%) for beds clogged at the surface by non-cohesive sand particles.
This results will be complemented by results obtained during the PhD of 
Shashank Gupta [2], where infiltration of fine sediment took place on an 
gravel alternated bar system instead of the flat bed explored 
previously. Both infiltration paterns and sediment transport will be 
presented.

[1] Perret, E., Berni, C., Camenen, B., Herrero, A., and El kadi 
abderrezzak, K. (2018). Transport of moderately sorted gravel at low bed 
shear stresses: The role of fine sediment infiltration. Earth Surface 
Processes and Landforms 43, pp. 1414–1430

[2] Gupta, S., Laboratory experiments on fine sediment erosion and 
deposition in an alternated
bar system and its impact on bar morphodynamics, PhD University Claude 
Bernard, Lyon 1.