Suspended pipeflow with openfoam

Thijs Schouten; Geert Keetels; Cees van Rhee

Suspended pipeflow with openfoam

Thijs Schouten, Geert Keetels, Cees van Rhee

Offshore and Dredging Engineering

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

1 Citation (Scopus)

212 Downloads (Pure)

Abstract

In dredging applications, deep sea mining and land reclamation projects typically large amounts of sediments are transported through pipes in the form of hyper concentrated (40% sediment or more) sediment-water mixtures or slurry. These slurries can flow at three different regimes. 1: fully suspended (homogeneous and stratified) 2: partially suspended with a sliding bed 3: partially suspended with a fixed bed. At the moment it is hard to predict the transport regime, the volume flux of particles and the pressure drop (friction factor) of these slurries within these regimes. The goal is to establish a model 3D continuum model that is able to predict the aforementioned aspects of slurry flow in a wide range of slurry flow conditions. In this paper it is investigated how well an existing CFD-model is able to model velocity and concentration profiles of suspended sediment in a pipeline. The CFD-model that is used is TwoPhaseEulerFoam which is part of OpenFOAM. This Euler-Euler solver treats both the phases as a continuum with its own momentum and continuity equations. The phases are coupled with coupling terms such as the drag force.

Original language	English
Title of host publication	Proceedings of the 19th International Conference on Transport and Sedimentation of Solid Particles
Editors	Jerzy Sobota, Rainer Haldenwan
Place of Publication	Wroclaw, Poland
Publisher	Wydawnictwo Uniwersytetu Przyrodniczego we Wroclawiu
Pages	337-344
ISBN (Print)	978-83-7717-323-7
Publication status	Published - 2019
Event	19th International Conference on Transport and Sedimentation of Solid Particles, 2019 - Cape Town, South Africa Duration: 24 Sept 2019 → 27 Sept 2019

Conference

Conference	19th International Conference on Transport and Sedimentation of Solid Particles, 2019
Country/Territory	South Africa
City	Cape Town
Period	24/09/19 → 27/09/19

Bibliographical note

Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care

Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

slurry transport
CFD
two-phase flow
pipeline

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1._SUSPENDED_PIPEFLOW_WITH_OPENFOAM_Page_337Final published version, 727 KB

Cite this

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title = "Suspended pipeflow with openfoam",

abstract = "In dredging applications, deep sea mining and land reclamation projects typically large amounts of sediments are transported through pipes in the form of hyper concentrated (40% sediment or more) sediment-water mixtures or slurry. These slurries can flow at three different regimes. 1: fully suspended (homogeneous and stratified) 2: partially suspended with a sliding bed 3: partially suspended with a fixed bed. At the moment it is hard to predict the transport regime, the volume flux of particles and the pressure drop (friction factor) of these slurries within these regimes. The goal is to establish a model 3D continuum model that is able to predict the aforementioned aspects of slurry flow in a wide range of slurry flow conditions. In this paper it is investigated how well an existing CFD-model is able to model velocity and concentration profiles of suspended sediment in a pipeline. The CFD-model that is used is TwoPhaseEulerFoam which is part of OpenFOAM. This Euler-Euler solver treats both the phases as a continuum with its own momentum and continuity equations. The phases are coupled with coupling terms such as the drag force.",

keywords = "slurry transport, CFD, two-phase flow, pipeline",

author = "Thijs Schouten and Geert Keetels and {van Rhee}, Cees",

note = "Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.; 19th International Conference on Transport and Sedimentation of Solid Particles, 2019 ; Conference date: 24-09-2019 Through 27-09-2019",

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pages = "337--344",

editor = "Jerzy Sobota and Rainer Haldenwan",

booktitle = "Proceedings of the 19th International Conference on Transport and Sedimentation of Solid Particles",

publisher = "Wydawnictwo Uniwersytetu Przyrodniczego we Wroclawiu",

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Schouten, T, Keetels, G & van Rhee, C 2019, Suspended pipeflow with openfoam. in J Sobota & R Haldenwan (eds), Proceedings of the 19th International Conference on Transport and Sedimentation of Solid Particles. Wydawnictwo Uniwersytetu Przyrodniczego we Wroclawiu, Wroclaw, Poland, pp. 337-344, 19th International Conference on Transport and Sedimentation of Solid Particles, 2019, Cape Town, South Africa, 24/09/19.

Suspended pipeflow with openfoam. / Schouten, Thijs; Keetels, Geert; van Rhee, Cees.
Proceedings of the 19th International Conference on Transport and Sedimentation of Solid Particles. ed. / Jerzy Sobota; Rainer Haldenwan. Wroclaw, Poland: Wydawnictwo Uniwersytetu Przyrodniczego we Wroclawiu, 2019. p. 337-344.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Suspended pipeflow with openfoam

AU - Schouten, Thijs

AU - Keetels, Geert

AU - van Rhee, Cees

N1 - Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

PY - 2019

Y1 - 2019

N2 - In dredging applications, deep sea mining and land reclamation projects typically large amounts of sediments are transported through pipes in the form of hyper concentrated (40% sediment or more) sediment-water mixtures or slurry. These slurries can flow at three different regimes. 1: fully suspended (homogeneous and stratified) 2: partially suspended with a sliding bed 3: partially suspended with a fixed bed. At the moment it is hard to predict the transport regime, the volume flux of particles and the pressure drop (friction factor) of these slurries within these regimes. The goal is to establish a model 3D continuum model that is able to predict the aforementioned aspects of slurry flow in a wide range of slurry flow conditions. In this paper it is investigated how well an existing CFD-model is able to model velocity and concentration profiles of suspended sediment in a pipeline. The CFD-model that is used is TwoPhaseEulerFoam which is part of OpenFOAM. This Euler-Euler solver treats both the phases as a continuum with its own momentum and continuity equations. The phases are coupled with coupling terms such as the drag force.

AB - In dredging applications, deep sea mining and land reclamation projects typically large amounts of sediments are transported through pipes in the form of hyper concentrated (40% sediment or more) sediment-water mixtures or slurry. These slurries can flow at three different regimes. 1: fully suspended (homogeneous and stratified) 2: partially suspended with a sliding bed 3: partially suspended with a fixed bed. At the moment it is hard to predict the transport regime, the volume flux of particles and the pressure drop (friction factor) of these slurries within these regimes. The goal is to establish a model 3D continuum model that is able to predict the aforementioned aspects of slurry flow in a wide range of slurry flow conditions. In this paper it is investigated how well an existing CFD-model is able to model velocity and concentration profiles of suspended sediment in a pipeline. The CFD-model that is used is TwoPhaseEulerFoam which is part of OpenFOAM. This Euler-Euler solver treats both the phases as a continuum with its own momentum and continuity equations. The phases are coupled with coupling terms such as the drag force.

KW - slurry transport

KW - CFD

KW - two-phase flow

KW - pipeline

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M3 - Conference contribution

SN - 978-83-7717-323-7

SP - 337

EP - 344

BT - Proceedings of the 19th International Conference on Transport and Sedimentation of Solid Particles

A2 - Sobota, Jerzy

A2 - Haldenwan, Rainer

PB - Wydawnictwo Uniwersytetu Przyrodniczego we Wroclawiu

CY - Wroclaw, Poland

T2 - 19th International Conference on Transport and Sedimentation of Solid Particles, 2019

Y2 - 24 September 2019 through 27 September 2019

ER -

Suspended pipeflow with openfoam

Abstract

Conference

Bibliographical note

Keywords

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