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Original Articles

Conveying of Solid Particles in Newtonian and Non-Newtonian Carriers

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Pages 428-443 | Published online: 19 Aug 2009

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Read on this site (8)

Asisha Ranjan Pradhan & Satish Kumar. (2024) Enhancing the flowability of limestone water suspension for economical transportation by variation in particle size distribution. Particulate Science and Technology 42:1, pages 31-48.
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Asisha Ranjan Pradhan, Satish Kumar & Chandan Gupta. (2023) Enhanced Flowability and Slurry Characteristics of Limestone-water Suspensions Through the Integration of Coarse Particles and a Natural Additive. Journal of Macromolecular Science, Part B 0:0, pages 1-21.
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Kanwar Pal Singh, Arvind Kumar & Deo Raj Kaushal. (2022) Experimental investigation on effects of solid concentration, chemical additives, and shear rate on the rheological properties of bottom ash (BA) slurry. International Journal of Coal Preparation and Utilization 42:3, pages 609-622.
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Bingrui Liu, Jianzhong Lin, Xiaoke Ku & Zhaosheng Yu. (2021) Elasto-inertial particle migration in a confined simple shear-flow of Giesekus viscoelastic fluids. Particulate Science and Technology 39:6, pages 726-737.
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S. Rushd, I. Hassan, R. A. Sultan, V. C. Kelessidis, A. Rahman, H. S. Hasan & A. Hasan. (2019) Terminal settling velocity of a single sphere in drilling fluid. Particulate Science and Technology 37:8, pages 943-952.
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G. K. Pani, P. Rath, R. Barik & P. K. Senapati. (2015) The Effect of Selective Additives on the Rheological Behavior of Power Plant Ash Slurry. Particulate Science and Technology 33:4, pages 418-422.
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Pradipta K. Senapati & Barada K. Mishra. (2015) Bulk Hydraulic Disposal of Highly Concentrated Fly Ash and Bottom Ash–Water Slurries. Particulate Science and Technology 33:2, pages 124-131.
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Pavel Vlasak & Zdenek Chara. (2011) Effect of Particle Size Distribution and Concentration on Flow Behavior of Dense Slurries. Particulate Science and Technology 29:1, pages 53-65.
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Articles from other publishers (11)

Chandan Gupta & Satish Kumar. (2023) Improving Rheology, Slurryability and Stability of Iron Ore Suspension Employing Variances in Size Distribution. Arabian Journal for Science and Engineering 49:2, pages 2531-2552.
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Xiaofeng Sun, Minghao Sun & Zijian Li. (2022) A Novel Prediction Model of the Drag Coefficient of Shale Cuttings in Herschel–Bulkley Fluid. Energies 15:12, pages 4496.
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Pavel VlasákZdeněk CháraVáclav MatoušekJiří KonfrštMikoláš Kesely. (2019) Experimental investigation of fine-grained settling slurry flow behaviour in inclined pipe sections. Journal of Hydrology and Hydromechanics 67:2, pages 113-120.
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Pavel Vlasak, Zdenek Chara, Vaclav Matousek, Jiri Konfrst & Mikolas Kesely. (2019) Effect of pipe inclination on flow behaviour of fine-grained settling slurry. EPJ Web of Conferences 213, pages 02094.
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Jatinder Pal Singh, Satish Kumar, S. K. Mohapatra & Gopal Nandan. 2019. Advances in Fluid and Thermal Engineering. Advances in Fluid and Thermal Engineering 379 388 .
Pavel Vlasák, Zdeněk Chára & Jiří Konfršt. (2018) Flow behaviour and structure of heterogeneous particles-water mixture in horizontal and inclined pipes. EPJ Web of Conferences 180, pages 02120.
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Pavel Vlasák, Zdeněk Chára & Jiří Konfršt. (2018) Flow behaviour and structure of heterogeneous particles-water mixture in horizontal and inclined pipes. EPJ Web of Conferences 180, pages 02120.
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Vojtěch Pěník, Mikoláš Kesely & Václav Matoušek. (2016) Coarse particle support in turbulent flow of visco-plastic carrier. EPJ Web of Conferences 114, pages 02090.
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K.M. AssefaD.R. Kaushal. (2015) Experimental study on the rheological behaviour of coal ash slurries. Journal of Hydrology and Hydromechanics 63:4, pages 303-310.
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P.K. Senapati, B.K. Mishra & A. Parida. (2013) Analysis of friction mechanism and homogeneity of suspended load for high concentration fly ash & bottom ash mixture slurry using rheological and pipeline experimental data. Powder Technology 250, pages 154-163.
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Pavel Vlasak, Zdenek Chara & Petr Stern. (2010) Drag reduction of dense fine-grained slurries. Journal of Hydrology and Hydromechanics 58:4, pages 261-270.
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