Jeff Bremer - Jacobs Engineering - Similarity Analysis and the Prediction of Laminar Turbulent...

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The 4th Annual Slurry Pipelines Conference is the world's only event wholly dedicated to the operational challenges, design questions, innovations, pumps and tailings related to slurry pipelines in the mining and resources sectors. For more information on the event, please visit: http://bit.ly/1xvoBPT

Transcript of Jeff Bremer - Jacobs Engineering - Similarity Analysis and the Prediction of Laminar Turbulent...

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Similarity analysis and the prediction of laminar-turbulent transition in a non-Newtonian slurry4TH ANNUAL SLURRY PIPELINES CONFERENCE – PERTH WESTERN AUSTRALIA. 11-12 NOVEMBER 2014

Jeff Bremer, PhD, FIEAust | Jacobs Principal EngineerJeff.Bremer@jacobs.com

Background

• Newcrest’s Cadia Valley Operations(CVO) are in Orange NSW.

• Twinned DN630 tailings lines were decoupled and upgraded in 2013/2014

• Jacobs was engaged to do the design. Started with rheology, and need to forecast head loss and the L-T transition.

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Pipe Loop Tests – carried out by Coffey Mining in 2010

• Five pipe sizes

• 40NB,50NB3,65NB, 80NB and 100NB

• Four slurry densities

• SG=1.75, 1.7, 1.65 and 1.6

• Flow and pressure data analysed by Jacobs

Analysis by Jacobs - 2013

Slide 3

Agenda

• Theoretical Background

• Similarity Theory• Slatter Theory (used as a cross

check)• Results

• Conclusions / Questions

Slide 4

Pipe Loop Test Data

Laminar-Turbulent (L-T) transition

• Pressure gradient vs flow rate in the pipe is transformed into a pseudo shear chart.

• Turbulence is detected when there is a sudden change in slope of the curve

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Similarity Theory – How It works

Slide 6

Similarity Theory – The Equations

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Similarity Theory – The Equations

Note : There is no requirement to define the underlying rheology

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Similarity Theory – applies to non-Newtonian fluids

RHS is independent of D

Can use µeq for a non-Newtonian Fluid

Only stress at the pipe wall counts and the equations work equally well for non-Newtonian fluidsSlide 9

Slatter Theory (1995) – The iterative approach

Slide 10

Slatter Theory (1995) – The iterative approach

Solution requires an initial guess of the wall shear stress and iterative calculation of the plug diameter and velocity until Re3 = 2100 is achieved.

Slide 11

Slatter and Wasp (2004) – Simplified Formula

This approach is VERY much quicker than the iterative solution

It is still based on Slatter’s Reynolds Re3 number but uses correlation to data

Slide 12

Rheology Data

• Data was in the form of pressure-gradient plots and Pseudo-shear charts

Slide 13

Rheology Data

• Data was in the form of pressure-gradient plots and Pseudo-shear charts

Slide 14

Rheology Data

• Pseudo-shear charts transformed using the Rabinowitsch-Mooney Equation to obtain true shear rates to infer Bingham Plastic Rheology

Slide 15

Rheology Data

Slide 16

Results – SG=1.75, prediction from 50NB Data

Slide 17

Results – SG=1.70, prediction from 65NB Data

Slide 18

Results – SG=1.65, prediction from 65NB Data

Slide 19

Results – SG=1.60, prediction from 65NB Data

Slide 20

Results – Problems with high density and small diameter

• Large Diameter forecasts are OK!!Slide 21

Results – Problems with high density and small diameter

• Large Diameter forecasts are OK!!Slide 22

Results – Problems with high density and small diameter

• Large Diameter forecasts are OK!!Slide 23

Conclusions

• Similarity Laws and Slatter’s Theory are powerful tools for predicting the L-T transition velocity.

• No need to understand rheology to predict using similarity laws.

• The closed form Slatter-Wasp formulae ,e.g.Vc = 26 y. For He . 1.5 x

105 are easy to use and give the same results (within 5%) as the iterative calculation.

• Slatter theory over predicted Vc in smaller pipes in this study, but was very accurate at larger sizes. The data was un-calibrated and sample size small. Hence the “effect” may simply be experimental error.

Slide 24

Questions

Slide 25

References

• 1. Slatter, P. T. (1995, 24-26 January). Turbulent flow of non-Newtonian slurries in pipes. Paper presented at the 8th International Conference on Transport and Sedimentation of Solid Particles, Prague.

• 2. Slatter, P. T. (1999). Role of rheology in the pipelining of mineral slurries. Mineral Processing and Extractive Metallurgy Review, 20(1), 281-300.

• 3. Barenblatt, G. I., Chorin, A. J., & Prostokishin, V. M. (1997). Scaling laws for fully developed turbulent flow in pipes. Applied Mechanics Reviews, 50(7), 413-429.

• 5. Wilson, K. C., Addie, G. R., Sellgren, A., & Clift, R. (Eds.). (2006). Slurry transport using centrifugal pumps (Third Edition). Boston: Springer.

• 6. Slatter, P. T., & Wasp, E. J. (2000, 4-7 September). The laminar/turbulent transition in large pipes. Paper presented at the 10th International Conference on Transport and Sedimentation of Solid Particles, Wroclaw.

• 8. Slatter, P. T., & Wasp, E. J. (2002, September). Yield stress - How low can you go?Paper presented at the 11th Conference on Transport and Sedimentation of Solid Particles, Ghent.

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