Incipient motion for gravel particles in clay-silt-gravel cohesive mixtures

Abstract

Incipient motion plays an instrumental role in understanding various aspects of sediment transport, such as river bed aggradation and degradation, channel design, bank erosion, scour around bridge piers, and water quality issues. Experiments were conducted to study the incipient motion of gravel particles in three types of bed material, i.e., gravels only, silt-gravel mixture, and clay-silt-gravel mixture. The clay content varied from 10 to 50% in the clay-silt-gravel mixture while silt and gravel were in equal proportion by weight. Samples were taken out from the prepared cohesive bed for the determination of their bulk density, unconfined compressive strength, and water content. The incipient motion was observed visually, which corresponded to the beginning of movement of gravel particles in the mixture. The shear stress corresponding to incipient motion was computed using measured flow depth and slope of water surface. The physical appearance of the top layer of cohesive bed was observed visually at the end of experiment. The effects of clay content, water content, unconfined compressive strength, and bulk density of the mixture on the critical shear stress were investigated using the data collected in this study on clay-silt-gravel mixture along with the data from previous studies. A relationship is proposed for the computation of critical shear stress of gravel particles in the cohesive mixtures. The physical appearance of the top surface of the bed for clay-silt-gravel mixture has also been investigated with varying percentages of clay content in the mixture. High clay percentage significantly increased the critical shear stress. The presence of silt lowers the critical shear stress especially when there is low clay content (up to 20%) in the mixture. The clay content along with the bulk density was found to be the dominant parameters that affect the incipient motion of the gravel particles in the cohesive mixtures. The proposed relationship for critical shear stress was found to be in good agreement with the observed ones.