Two-phase modeling of sediment clouds

A sediment cloud release in stagnant ambient fluid occurs in many engineering applications. Examples include land reclamation and disposal of dredged materials. The detailed modeling of the distinct characteristics of both the solid and fluid phases of the sediment cloud is hitherto unavailable in t...

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Main Authors: Lai, Adrian C. H., Zhao, Bing, Adams, E. Eric, Law, Adrian Wing-Keung
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/106264
http://hdl.handle.net/10220/17733
http://dx.doi.org/10.1007/s10652-013-9271-x
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1062642019-12-06T22:07:41Z Two-phase modeling of sediment clouds Lai, Adrian C. H. Zhao, Bing Adams, E. Eric Law, Adrian Wing-Keung School of Civil and Environmental Engineering A sediment cloud release in stagnant ambient fluid occurs in many engineering applications. Examples include land reclamation and disposal of dredged materials. The detailed modeling of the distinct characteristics of both the solid and fluid phases of the sediment cloud is hitherto unavailable in the literature despite their importance in practice. In this paper, the two-phase mixing characteristics of the sediment cloud are investigated both experimentally and theoretically. Experiments were carried out to measure the transient depth penetration and the lateral spread of the sediment cloud and its entrained fluid using the laser induced fluorescence technique, with a range of particle sizes frequently encountered in the field (modeled at laboratory scale). A two-phase model of the sediment cloud that provides detailed predictions of the mixing characteristics of the individual phases is also proposed. The entrained fluid characteristics are solved by an integral model accounting for the buoyancy loss (due to particle separation) in each time step. The flow field induced by the sediment cloud is approximated by a Hill’s spherical vortex centered at the centroid and with the size of the entrained fluid. The particle equation of motion under the effect of the induced flow governs each computational particle. A random walk model using the hydrodynamic diffusion coefficient is used to account for the random fluctuation of particles in the dispersive regime. Overall, the model predictions of the two-phase mixing characteristics are in good agreement with the experimental data for a wide range of release conditions. 2013-11-15T07:39:32Z 2019-12-06T22:07:41Z 2013-11-15T07:39:32Z 2019-12-06T22:07:41Z 2013 2013 Journal Article Lai, A. C. H., Zhao, B., Law, A. W.-K., & Adams, E. E. (2013). Two-phase modeling of sediment clouds. Environmental Fluid Mechanics, 13(5), 435-463. https://hdl.handle.net/10356/106264 http://hdl.handle.net/10220/17733 http://dx.doi.org/10.1007/s10652-013-9271-x en Environmental fluid mechanics
institution Nanyang Technological University
building NTU Library
country Singapore
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language English
description A sediment cloud release in stagnant ambient fluid occurs in many engineering applications. Examples include land reclamation and disposal of dredged materials. The detailed modeling of the distinct characteristics of both the solid and fluid phases of the sediment cloud is hitherto unavailable in the literature despite their importance in practice. In this paper, the two-phase mixing characteristics of the sediment cloud are investigated both experimentally and theoretically. Experiments were carried out to measure the transient depth penetration and the lateral spread of the sediment cloud and its entrained fluid using the laser induced fluorescence technique, with a range of particle sizes frequently encountered in the field (modeled at laboratory scale). A two-phase model of the sediment cloud that provides detailed predictions of the mixing characteristics of the individual phases is also proposed. The entrained fluid characteristics are solved by an integral model accounting for the buoyancy loss (due to particle separation) in each time step. The flow field induced by the sediment cloud is approximated by a Hill’s spherical vortex centered at the centroid and with the size of the entrained fluid. The particle equation of motion under the effect of the induced flow governs each computational particle. A random walk model using the hydrodynamic diffusion coefficient is used to account for the random fluctuation of particles in the dispersive regime. Overall, the model predictions of the two-phase mixing characteristics are in good agreement with the experimental data for a wide range of release conditions.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Lai, Adrian C. H.
Zhao, Bing
Adams, E. Eric
Law, Adrian Wing-Keung
format Article
author Lai, Adrian C. H.
Zhao, Bing
Adams, E. Eric
Law, Adrian Wing-Keung
spellingShingle Lai, Adrian C. H.
Zhao, Bing
Adams, E. Eric
Law, Adrian Wing-Keung
Two-phase modeling of sediment clouds
author_sort Lai, Adrian C. H.
title Two-phase modeling of sediment clouds
title_short Two-phase modeling of sediment clouds
title_full Two-phase modeling of sediment clouds
title_fullStr Two-phase modeling of sediment clouds
title_full_unstemmed Two-phase modeling of sediment clouds
title_sort two-phase modeling of sediment clouds
publishDate 2013
url https://hdl.handle.net/10356/106264
http://hdl.handle.net/10220/17733
http://dx.doi.org/10.1007/s10652-013-9271-x
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