Pickup probability for sediment entrainment.
Date of Issue1998
School of Civil and Environmental Engineering
The study presents a theoretical derivation of a new pick-up probability formulation for sediment transport. Sand particles are assumed to be subjected to a hydraulically rough flow. The derived equation compares well with the experimental data found in published literature. Using the proposed relation, the Shields criterion for the definition of the threshold condition for sediment transport is equivalent to 0.6% of the pick-up probability.
DRNTU::Engineering::Civil engineering::Water resources
Journal of hydraulic engineering
© 1998 ASCE. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Hydraulic Engineering, American Society of Civil Engineers. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1061/(ASCE)0733-9429(1998)124:2(232)].