Flow characteristics and wear prediction of Herschel‐Bulkley non‐Newtonian paste backfill in pipe elbows

Backfill process has become standard practice in mining industry where the backfill slurry is transported from surface to underground via pipeline system. Paste backfill is one of the types of backfill slurries which in recent years has gained popularity due to its reduced water content, fast solidification time and it's environmentally friendly reputation. However, wear and erosion of the pipe have been a major issue in some paste backfill pipeline operations. Paste backfill behaves as a non-Newtonian fluid and can be modelled as a Herschel-Bulkley fluid. To better understand the flow behaviour and wear rate of paste backfill in underground pipeline system, experimental and numerical studies were carried out. The former focuses on the slump test and L-pipe flow test to characterize paste backfill properties, while the latter aims to develop three dimensional mathematical model to evaluate flow and wear characteristics in pipe elbows. To ensure robust and accurate solutions, the model was verified with analytical solutions and validated against experimental data. The numerical results suggest that elbow design and paste backfill property significantly affect secondary flow generation which is further reflected in the pipe wear rate. Thicker paste backfill slurry flowing in 5D elbow yields the lowest wear rate which is beneficial for practical application, albeit it comes at higher pressure drop. This article is protected by copyright. All rights reserved

[1]  David V. Boger,et al.  A fifty cent rheometer for yield stress measurement , 1996 .

[2]  Erol Yilmaz,et al.  Influence of disposal configurations on hydrogeological behaviour of sulphidic paste tailings: A field experimental study , 2014 .

[3]  Mostafa Benzaazoua,et al.  Alternative by-product based binders for cemented mine backfill: Recipes optimisation using Taguchi method , 2012 .

[4]  M. Fall,et al.  Coupling temperature, cement hydration and rheological behaviour of fresh cemented paste backfill , 2013 .

[5]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[6]  W. R. Schowalter,et al.  Behavior of non-Newtonian fluids in the entry region of a pipe , 1963 .

[7]  A. Sasmito,et al.  Numerical investigation of mixing performance in microchannel T-junction with wavy structure , 2014 .

[8]  M. Pawlik,et al.  Observations on the yielding behaviour of oil sand slurries under vane and slump tests , 2015 .

[9]  A. Wu,et al.  The effect of solid components on the rheological and mechanical properties of cemented paste backfill , 2012 .

[10]  David V. Boger,et al.  Environmental rheology for waste minimisation in the minerals industry , 2002 .

[11]  W. R. Schowalter,et al.  Toward a rationalization of the slump test for fresh concrete: Comparisons of calculations and experiments , 1998 .

[12]  Clifton A. Shook,et al.  Deposition velocities for newtonian slurries in turbulent flow , 2000 .

[13]  Nicolas Roussel,et al.  “Fifty-cent rheometer” for yield stress measurements: From slump to spreading flow , 2005 .

[14]  Winslow H. Herschel,et al.  Konsistenzmessungen von Gummi-Benzollösungen , 1926 .

[15]  Michael E. Plesha,et al.  Discrete element method for modelling solid and particulate materials , 2007 .

[16]  Paul Bakker,et al.  Development and validation of a CFD model predicting the backfill process of a nuclear waste gallery , 2011 .

[17]  R. Cooke Design procedure for hydraulic backfill distribution systems , 2001 .

[18]  Idowu T. Dosunmu,et al.  Pressure drop predictions for laminar pipe flow of carreau and modified power law fluids , 2015 .

[19]  M. Fall,et al.  A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill , 2010 .

[20]  K. C. Wilson,et al.  An improved two layer model for horizontal slurry pipeline flow , 1991 .

[21]  K. Zhu,et al.  Axial Couette-Poiseuille flow of Bingham fluids through concentric annuli , 2010 .

[22]  D. F. James,et al.  Flow behaviour of tailings paste for surface disposal , 2005 .

[23]  K. C. Wilson,et al.  Developments in slurry flow modelling in a historical perspective , 2016 .

[24]  J. Addai-Mensah,et al.  Investigation of the effect of polymer structure type on flocculation, rheology and dewatering behaviour of kaolinite dispersions , 2003 .

[25]  Jie Wu,et al.  Flow of non‐Newtonian fluids in pipes with large roughness , 2016 .

[26]  Michel Aubertin,et al.  Integrated mine tailings management by combining environmental desulphurization and cemented paste backfill: Application to mine Doyon, Quebec, Canada , 2008 .

[27]  L. Huynh,et al.  Effect of polyphosphate and naphthalene sulfonate formaldehyde condensate on the rheological properties of dewatered tailings and cemented paste backfill , 2006 .

[28]  Mamadou Fall,et al.  Saturated hydraulic conductivity of cemented paste backfill , 2009 .

[29]  Peter Radziszewski,et al.  Pipe lining abrasion testing for paste backfill operations , 2009 .

[30]  C. Maurice,et al.  The use of low binder proportions in cemented paste backfill – Effects on As-leaching , 2015 .