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1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Page 1: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

1

Slug flow and fluid-structure interaction in industrial pipe

systems

Qingzhi Hou

Page 2: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Overview

Introduction

Two-phase flows

Test problems

Mathematical models

Fluid-structure interaction

Conclusions

Page 3: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Industrial problemsMoving pipes

Page 4: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Broken pipes

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Two-phase flowsTwo-phase flow regimes Butterworth &

Hewitt 1977

Page 6: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Test problems Bozkus and Wiggert laboratory set up (1997)

water

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Measured pressures at elbow

Pressure1

Pressure2

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Different flow regions

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Delft experiment (European project)

pipe filling and emptying

L = 300 mD = 0.25 m

Page 10: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Test setup

Page 11: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Observed two-phase flow

Page 12: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Delft water-hammer accident

7.03 7.031 7.032 7.033 7.034 7.035 7.036 7.037 7.038 7.039 7.04

x 106

-1

0

1

2

3

4

5

Time (ms)

Pre

ssur

e (b

ar)

Page 13: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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1D-models Single phase Water hammer

Pipe vibration

0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

3

3.5

Time (s)

Pre

ssur

e (M

Pa)

Page 14: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Moving slug

SlugHold-up Downstream Gas

Upstream Gas

Slug flow – 1D model

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Slug impact at the elbow - 1D model

Dynamic pressure

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Italian experiment (slug flow in vertical pipe)

Filling through orifice (Giuseppe D.M 2008)

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Smoothed particle hydrodynamics (SPH)• Lucy (1977) and Monaghan (1977)• Advantages: easy to deal with free surfaces, moving boundaries, high velocity impacts, explosions and large deformations. • Kernel approximation Particle approximation

3D-models

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Lagrangian form

• Continuity equation

• Momentum equation

• Energy equation

Conservation laws

Page 19: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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Summation density

Continuity density

SPH Mass

Page 20: 1 Slug flow and fluid-structure interaction in industrial pipe systems Qingzhi Hou

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SPH Momentum

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SPH Energy

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Fluid-structure interaction (FSI)

• Forces on pipes and anchors

• Vibration of pipes

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• Basic modes of vibrations• Coupling mechanisms

FSI

to be included in model

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Summary

Performed tasks Literature review Delft experiment 1D modeling FSI in frequency domain

Coming half year Data analysis of experiment 1D modeling (two phase flow) SPH modeling

Final goal Simulation tool for filling of pipelines

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Bozkus Z, Wiggert D.C (1997). Liquid slug motion in a voided line. Journal of Fluids and Structures, 11, 947-963.

Butterworth D, Hewitt G. F (1977). Two-Phase Flow and Heat Transfer. Oxford: Oxford University Press.

Doyle J.F (1997). Wave Propagation in Structures. New York: Springer Press.

Giuseppe D.M, Nicola F, and Maurizio G (2008). Transient Flow Caused by Air Expulsion through an Orifice. Journal of Hydraulic Engineering, 134(9), 1395-1399.

Liu G.R, Liu M.B (2003). Smoothed Particle Hydrodynamics: A Meshfree Particle Method. Singapore: World Scientific Publishing Co Pte Ltd.

Lucy L.B (1977). Numerical approach to test the fission hypothesis. Astronomical Journal, 82: 1013-1024.

Gingold R.A, Monaghan J.J (1977). Smoothed particle hydrodynamics: theory and application to non-spherical stars. Royal Astronomical Society, 181: 375-389.

References