journal article·2024-07Open access

Effect of particle size distribution of tailings on pressure gradient and drag reduction characteristics of non-cemented paste considering wall slip

Hongjiang Wang, Xi Zhang, Aixiang Wu

Abstract

The paste slurry exhibits pipe wall slip characteristics during transportation, thereby effectively reducing pipeline transportation resistance. In order to study the characteristics of paste pipeline transportation with wall slip characteristics, a pipeline pressure gradient model considering wall slip effect was applied. In order to verify the accuracy of the model, the overflow tailings and classified tailings of a lead-zinc mine were taken as the research object. According to the two-dimensional compaction theory, the mixing ratio of overflow tailings was determined to be 8% ∼ 39%, and five kinds of tailings with different gradations were configured accordingly. The loop test, rheological test and settlement test were carried out. Taking the rheological parameters, limit volume concentration and average particle size as the basic parameters, the pressure gradient value considering the wall slip effect is obtained and compared with the measured pressure gradient of the loop test. The results show that the relative error between the model prediction results and the measured values is 10%, which has high reliability. The pressure gradient and mass concentration show a quadratic function growth trend, and have a linear relationship with the pipeline flow rate. With the increase of the proportion of -38 µm particles, the pressure gradient shows a secondary growth trend. With the increase of the proportion of + 38 µm particles, the pressure gradient shows a quadratic function decreasing trend; The slip drag reduction rate gradually decreases with the increase of mass concentration, and is not affected by the flow rate of the pipeline. When the proportion of -38 µm particle size is 27.43% ∼ 38.32%, the slip reduction rate is more significant. Considering the actual project and transportation cost, the corresponding overflow tailings incorporation ratio is 16% ∼ 31%.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Tailings Management and Properties · Rock Mechanics and Modeling · Geotechnical Engineering and Underground Structures

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (44)

Show source-provided references
1. Threshold mass fraction of unclassified-tailings paste for backfill mining[J]
2. Backfill technical analysis based on reliability theory in the underhand drift cut-and-filling stoping[J]
3. Cytogenotoxicity of the water and sediment of the Paraopeba River immediately after the iron ore mining dam disaster (Brumadinho, Minas Gerais, Brazil)10.1016/j.scitotenv.2021.145193 ↗
4. Status and development for the prevention and management of tailings dam failure accidents
5. Systematic review of mixing technology for recycling waste tailings as cemented paste backfill in mines in China10.1007/s12613-023-2609-6 ↗
6. Research on the homogenization evaluation of cemented paste backfill in the preparation process based on image texture features10.3390/min12121622 ↗
7. The mechanism of viscosity-enhancing admixture in backfill slurry and the evolution of its rheological properties10.3390/min13081045 ↗
8. Study on the flow resistance characteristics of structure fluid backfilling slurry based on loop pipe testing. China Molybdenum Ind
9. Study of the rheological characteristics of copper tailings and calculation of resistance in pipeline transportation. Chin J Eng
10. Pressure drop in pipe flow of cemented paste backfill: experimental and modeling study10.1016/j.powtec.2018.03.070 ↗
11. Simulation of circular pipe flow of thixotropic cemented tailings pastes10.1016/j.cherd.2023.07.007 ↗
12. Numerical study on the pipe flow characteristics of the cemented paste backfill slurry considering hydration effects10.1016/j.powtec.2018.11.070 ↗
13. S. Li, X. Wang, Q. Zhang, S. Wang. Time-Varying Characteristic of Paste-like Super-Fine Unclassified Tailings in Long Self-Flowing Transportation. Journal of Northeastern University(Natural Science),2016,37(7):1046–1050. 10. 3969/j. issn. 1005 -3026. 2016. 07. 028.
14. Influence factors of pressure loss in pipeline transportation of paste slurry
15. Thixotropic properties of paste pumping effect on pipeline resistance
16. Rheological properties and stability of lignite washery tailing suspensions[J]10.1016/j.fuel.2014.10.067 ↗
17. Apparent slip and viscoplasticity of concentrated suspensions[J]10.1122/1.1879043 ↗
18. Research progress and trend of characteristics about wall slip in paste pipeline[J]
19. Yield stress measurement of dense pastes with pipe transport and vane[J]10.1080/01932691.2015.1118701 ↗
20. Slip flow of coal water slurries in pipelines[J]10.1016/j.fuel.2009.09.016 ↗
21. Flow instabilities in capillary flow of concentrated suspensions[J]10.1007/BF00453463 ↗
22. Discussion on packing density models of combined aggregate and a new solution
23. Rheological property and yield stress forecasting model of high-density slurry with waste rock-tailings[J]
24. Grading characterization and yield stress prediction based on paste stability coefficient
25. Hydraulic mineral waste transport and storage10.1146/annurev-fluid-122316-045027 ↗
26. Thixotropy of unclassified pastes in the process of stirring and shearing[J]
27. Determination of thrusts for different cylinder groups during shield tunneling10.1016/j.tust.2022.104579 ↗
28. Y. Yang,X. Li, D. Jin, W. Su, J. Mao, 202, Transient temperature field model for a cutterhead during slurry shield tunneling. Tunn. Undergr. Space Technol. 117, 104128,https://doi.org/10.1016/j.tust.2021.104128.10.1016/j.tust.2021.104128 ↗
29. Effects of superplasticizer on the hydration, consistency, and strength development of cemented paste backfill
30. Mill tailings based composites as paste backfill in mines of U-bearing dolomitic limestone ore
31. Variability in rheology of cemented paste backfill with hydration age, binder and superplasticizer dosages10.1016/j.apt.2018.06.005 ↗
32. Experimental and mechanistic research on enhancing the strength and deformation characteristics of fly ash cemented filling materials modified by electrochemical treatment10.1021/acs.energyfuels.7b03113 ↗
33. Effect of velocity on flow properties and electrical resistivity of cemented coal gangue-fly ash backfill (CGFB) slurry in the pipeline10.1016/j.powtec.2021.10.050 ↗
34. The effect of desliming by sedimentation on paste backfill performance10.1016/S0892-6875(03)00267-X ↗
35. Unsaturated hydraulic properties of cemented tailings backfill that contains sodium silicate10.1016/j.enggeo.2011.07.011 ↗
36. An intelligent modelling framework for mechanical properties of cemented paste backfill10.1016/j.mineng.2018.04.010 ↗
37. Counter, Paste backfill study for deep mining at Kidd Creek
38. D. Sainsbury, An investigation of the geomechanical criteria for safe and efficient crown pillar recovery beneath cemented backfill, PhD thesis, The University of New South Wales, Australia, 2003.
39. Yield stress of cemented paste backfill in sub-zero environments: Experimental results10.1016/j.mineng.2016.03.014 ↗
40. Drag reduction in horizontal annular two-phase flow[J]10.1016/j.ijmultiphaseflow.2004.05.011 ↗
41. Resistance loss in cemented paste backfill pipelines: effect of inlet velocity, particle mass concentration, and particle size10.3390/ma15093339 ↗
42. Pressure drop in horizontal multi-tube liquid–solid circulating fluidized bed10.1016/j.powtec.2018.04.003 ↗
43. Evaluating the distance between particles in fresh cement paste based on the yield stress and particle size10.1016/j.conbuildmat.2017.03.055 ↗
44. Effect of adding finer particles on the transport characteristics of coarse-particle slurries in pipelines10.1016/j.oceaneng.2020.108160 ↗