Technical Papers
Feb 23, 2016

Improved Multiphase Lagrangian Method for Simulating Sediment Transport in Dam-Break Flows

Publication: Journal of Hydraulic Engineering
Volume 142, Issue 6

Abstract

In this study, sediment transport is considered as a typical multiphase flow in numerical simulation using a particle-based method and efforts are focused on reducing interface instability between phases. A new multiphase model, a particle-method based rheology model, and a higher order viscosity smoothening scheme are used in a particle-based method to reproduce the sediment transport. Model applications including open channel flow scouring on sand beds and various water-sediment dam break flows are simulated. This new particle-based multiphase method is able to predict both free surface and sediment profiles. Additionally, the simulated velocity distributions of water-sediment dam break flow also show good agreement with measured data, which has seldom been considered in previous studies using a particle-based method. The successful implementation of the sediment transport simulation confirms the strong capability of this particle-based Lagrangian method for predicting multiphase flow and provides an alternative numerical tool in sediment transport study.

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Acknowledgments

This research was supported in part by the Natural Sciences and Engineering Research Council of Canada and the National Science and Technology Major Project of China (No. 2014ZX07101-011).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 142Issue 6June 2016

History

Received: Jun 7, 2014
Accepted: Dec 4, 2015
Published online: Feb 23, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 23, 2016

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Engineer, Zhejiang Institute of Hydraulics and Estuary, Hangzhou City 310020, China. E-mail: [email protected]
Yee-Chung Jin [email protected]
Professor, Faculty of Engineering and Applied Science, Univ. of Regina, Regina, SK, Canada S4S 0A2 (corresponding author). E-mail: [email protected]

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