DONATE

IAHR Document Library


« Back to Library Homepage « Journal of Hydraulic Research 2016 Issue 2

Entrainment of single particles in a turbulent open-channel flow: a numerical study

Author(s): Bernhard Vowinckel; Ramandeep Jain; Tobias Kempe; Jochen Fröhlich

Linked Author(s): Tobias Kempe, Jochen Fröhlich

Keywords: direct numerical simulations; erosion processes; fluid–particle interactions; immersed boundary method; open-channel flow; particle entrainment; particle-laden flows

Abstract: This paper investigates erosion events in a turbulent open channel flow laden with monodisperse spherical particles. The data were generated in a previous study using direct numerical simulations with a phase-resolving immersed boundary method. The particles have a mobility below their nominal threshold of incipient motion and settle onto the rough bed that consists of a hexagonally packed layer of spheres with the same size. Conditioned averaging is employed to extract the characteristic features of an erosion event, defining a suitable criterion for detection and accounting for possible asymmetry of flow structures. The highly resolved dataset provides detailed insight into the key-mechanisms of erosion. The results show that a particle collision, together with a subsequent sweep event on time scales of several bulk units, is responsible for the erosion.

DOI: https://doi.org/10.1080/00221686.2016.1140683

Year: 2016

Copyright © 2022 International Association for Hydro-Environment Engineering and Research. All rights reserved. | Terms and Conditions