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Sheared and un-sheared segregation and settling behaviour of fine sand particles in hyperconcentrated homogeneous sand-water mixture flows / Behnam Pirouz in Journal of hydraulic research, Vol. 46 extra issue (2008) 

Public ISBD [article]  in Journal of hydraulic research > Vol. 46 extra issue (2008) . - p. 105-111 Titre : Sheared and un-sheared segregation and settling behaviour of fine sand particles in hyperconcentrated homogeneous sand-water mixture flows Titre original : Ségrégation cisaillée ou non et comportement du dépôt des particules fines dans les écoulements hyperconcentrés homogènes de mélange eau-sable Type de document : texte imprimé Auteurs : Behnam Pirouz, Auteur ; Mohammad Reza Kavianpour, Auteur ; Paul Williams, Auteur Article en page(s) : p. 105-111 Note générale : Hydraulique Résumé en Français Langues : Anglais (eng) Mots-clés : Hyperconcentrated  flow  Segregation  Settling  Hydraulic  sorting  Slurry  Tailings  Equilibrium  slope  Hydraulic  fill Index. décimale : 627 Ingénierie des cours d'eau naturels, des ports, des rades et des cotes. Installations de navigation, de dragage, de récupération et de sauvetage. Barrages et centrales électriques hydrauliques Résumé : Segregation and settling of fine solids particles in hyperconcentrated homogeneous sand-water mixtures were studied for un-sheared and sheared conditions in settling columns in the laboratory. Specific solids percent values were able to be determined as the segregation threshold limit for un-sheared static settling conditions as well as for sheared settling with different rates of shear. Full-scale flume tests were also performed in the field with mine tailings slurry to study the settling and segregation behaviour of fine sand particles in the flow of a hyperconcentrated sand-water mixture under equilibrium slope conditions. The solids contents of slurry mixtures were within the range 44 to 58% (by weight). The solids particles in the slurries had D50 = 10 μm. Experimental results showed that increasing the shear rate in the settling column up to a certain level had the effect of increasing the segregation threshold limit value. Slurry density in hyperconcentrated flow remained constant with depth. Although the flow of the hyperconcentrated mixture under equilibrium slope condition was shown to be total transport flow, further detailed grain size analysis revealed that there was always a slightly higher portion of coarse solids particles that tended to accumulate towards the bottom of the flow. DEWEY : 627 ISSN : 0022-1686 En ligne : http://www.journalhydraulicresearch.com [article] Sheared and un-sheared segregation and settling behaviour of fine sand particles in hyperconcentrated homogeneous sand-water mixture flows = Ségrégation cisaillée ou non et comportement du dépôt des particules fines dans les écoulements hyperconcentrés homogènes de mélange eau-sable [texte imprimé] / Behnam Pirouz, Auteur ; Mohammad Reza Kavianpour, Auteur ; Paul Williams, Auteur . - p. 105-111. Hydraulique Résumé en Français Langues : Anglais (eng) in Journal of hydraulic research > Vol. 46 extra issue (2008) . - p. 105-111 Mots-clés : Hyperconcentrated  flow  Segregation  Settling  Hydraulic  sorting  Slurry  Tailings  Equilibrium  slope  Hydraulic  fill Index. décimale : 627 Ingénierie des cours d'eau naturels, des ports, des rades et des cotes. Installations de navigation, de dragage, de récupération et de sauvetage. Barrages et centrales électriques hydrauliques Résumé : Segregation and settling of fine solids particles in hyperconcentrated homogeneous sand-water mixtures were studied for un-sheared and sheared conditions in settling columns in the laboratory. Specific solids percent values were able to be determined as the segregation threshold limit for un-sheared static settling conditions as well as for sheared settling with different rates of shear. Full-scale flume tests were also performed in the field with mine tailings slurry to study the settling and segregation behaviour of fine sand particles in the flow of a hyperconcentrated sand-water mixture under equilibrium slope conditions. The solids contents of slurry mixtures were within the range 44 to 58% (by weight). The solids particles in the slurries had D50 = 10 μm. Experimental results showed that increasing the shear rate in the settling column up to a certain level had the effect of increasing the segregation threshold limit value. Slurry density in hyperconcentrated flow remained constant with depth. Although the flow of the hyperconcentrated mixture under equilibrium slope condition was shown to be total transport flow, further detailed grain size analysis revealed that there was always a slightly higher portion of coarse solids particles that tended to accumulate towards the bottom of the flow. DEWEY : 627 ISSN : 0022-1686 En ligne : http://www.journalhydraulicresearch.com