3D numerical modelling of turbidity currents

Anastasios Georgoulas, Panagiotis. Angelidis, Theologos G. Panagiotidis, Nikolaos Kotsovinos

Research output: Contribution to journalArticleResearchpeer-review

Abstract

During floods, the density of river water usually increases due to a subsequent increase in the concentration of the suspended sediment that the river carries, causing the river to plunge underneath the free surface of a receiving water basin and form a turbidity current that continues to flow along the bottom. The study and understanding of such complex phenomena is of great importance, as they constitute one of the major mechanisms for suspended sediment transport from rivers into oceans, lakes or reservoirs. Unlike most of the previous numerical investigations on turbidity currents, in this paper, a 3D numerical model that simulates the dynamics and flow structure of turbidity currents, through a multiphase flow approach is proposed, using the commercial CFD code FLUENT. A series of numerical simulations that reproduce particular published laboratory flows are presented. The detailed qualitative and quantitative comparison of numerical with laboratory results indicates that apart from the global flow structure, the proposed numerical approach efficiently predicts various important aspects of turbidity current flows, such as the effect of suspended sediment mixture composition in the temporal and spatial evolution of the simulated currents, the interaction of turbidity currents with loose sediment bottom layers and the formation of internal hydraulic jumps. Furthermore, various extreme cases among the numerical runs considered are further analyzed, in order to identify the importance of various controlling flow parameters.
Original languageEnglish
Pages (from-to)603-635
Number of pages33
JournalEnvironmental Fluid Mechanics
Volume10
DOIs
Publication statusPublished - 6 Aug 2010

Fingerprint

turbidity current
suspended sediment
modeling
flow structure
river
multiphase flow
sediment transport
river water
hydraulics
lake
ocean
basin
sediment
simulation
water
laboratory

Bibliographical note

The final publication is available at Springer via http://dx.doi.org/10.1007/s10652-010-9182-z

Keywords

  • Turbidity currents
  • Hyper-pycnal flows
  • CFD numerical modelling
  • Suspended sediment transport

Cite this

Georgoulas, Anastasios ; Angelidis, Panagiotis. ; Panagiotidis, Theologos G. ; Kotsovinos, Nikolaos. / 3D numerical modelling of turbidity currents. In: Environmental Fluid Mechanics. 2010 ; Vol. 10. pp. 603-635.
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3D numerical modelling of turbidity currents. / Georgoulas, Anastasios; Angelidis, Panagiotis.; Panagiotidis, Theologos G.; Kotsovinos, Nikolaos.

In: Environmental Fluid Mechanics, Vol. 10, 06.08.2010, p. 603-635.

Research output: Contribution to journalArticleResearchpeer-review

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AU - Georgoulas, Anastasios

AU - Angelidis, Panagiotis.

AU - Panagiotidis, Theologos G.

AU - Kotsovinos, Nikolaos

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PY - 2010/8/6

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N2 - During floods, the density of river water usually increases due to a subsequent increase in the concentration of the suspended sediment that the river carries, causing the river to plunge underneath the free surface of a receiving water basin and form a turbidity current that continues to flow along the bottom. The study and understanding of such complex phenomena is of great importance, as they constitute one of the major mechanisms for suspended sediment transport from rivers into oceans, lakes or reservoirs. Unlike most of the previous numerical investigations on turbidity currents, in this paper, a 3D numerical model that simulates the dynamics and flow structure of turbidity currents, through a multiphase flow approach is proposed, using the commercial CFD code FLUENT. A series of numerical simulations that reproduce particular published laboratory flows are presented. The detailed qualitative and quantitative comparison of numerical with laboratory results indicates that apart from the global flow structure, the proposed numerical approach efficiently predicts various important aspects of turbidity current flows, such as the effect of suspended sediment mixture composition in the temporal and spatial evolution of the simulated currents, the interaction of turbidity currents with loose sediment bottom layers and the formation of internal hydraulic jumps. Furthermore, various extreme cases among the numerical runs considered are further analyzed, in order to identify the importance of various controlling flow parameters.

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