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    Determination of Limit Deposition Velocity and Viscosity in Waste Brines Transported in Pipelines

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 003::page 04021023-1
    Author:
    Martí Sánchez-Juny
    ,
    Arnau Triadú
    ,
    Angus Paterson
    ,
    Ernest Bladé
    DOI: 10.1061/(ASCE)PS.1949-1204.0000560
    Publisher: ASCE
    Abstract: The wastewater generated in the potash mines of the Bages region in Catalonia (Spain) was experimentally tested at the Paterson & Cooke slurry test facility in Cape Town, South Africa, to determine the flow behavior and limit deposition velocity of various brine and brine-slurry mixtures containing a low solids concentration of fine insoluble particles. The tests measured the limit deposition velocity, viscosity, and flow resistance of a range of brine mixtures at different concentrations of solid particles in suspension, and they are presented and discussed in this paper. Tests were conducted on the slurries using both water tests (WT) and saturated brine tests (BT) as the medium for the solid sediment. In order to replicate the possible situations that could occur during their transport in the pipeline, the mixtures were generated with relatively low sediment concentrations, always less than 5% by volume. The test data showed that the limit deposition velocity at equivalent solid concentrations is higher for the WT mixtures than for the BT mixtures due to the differences in the kinematic viscosity of the medium. Finally, the kinematic viscosity obtained for both WT and BT mixtures trends moderately upward as their volume concentration increases, although the viscosity in BT mixtures presents some particularities that are subsequently described.
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      Determination of Limit Deposition Velocity and Viscosity in Waste Brines Transported in Pipelines

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4270226
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    contributor authorMartí Sánchez-Juny
    contributor authorArnau Triadú
    contributor authorAngus Paterson
    contributor authorErnest Bladé
    date accessioned2022-01-31T23:43:05Z
    date available2022-01-31T23:43:05Z
    date issued8/1/2021
    identifier other%28ASCE%29PS.1949-1204.0000560.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270226
    description abstractThe wastewater generated in the potash mines of the Bages region in Catalonia (Spain) was experimentally tested at the Paterson & Cooke slurry test facility in Cape Town, South Africa, to determine the flow behavior and limit deposition velocity of various brine and brine-slurry mixtures containing a low solids concentration of fine insoluble particles. The tests measured the limit deposition velocity, viscosity, and flow resistance of a range of brine mixtures at different concentrations of solid particles in suspension, and they are presented and discussed in this paper. Tests were conducted on the slurries using both water tests (WT) and saturated brine tests (BT) as the medium for the solid sediment. In order to replicate the possible situations that could occur during their transport in the pipeline, the mixtures were generated with relatively low sediment concentrations, always less than 5% by volume. The test data showed that the limit deposition velocity at equivalent solid concentrations is higher for the WT mixtures than for the BT mixtures due to the differences in the kinematic viscosity of the medium. Finally, the kinematic viscosity obtained for both WT and BT mixtures trends moderately upward as their volume concentration increases, although the viscosity in BT mixtures presents some particularities that are subsequently described.
    publisherASCE
    titleDetermination of Limit Deposition Velocity and Viscosity in Waste Brines Transported in Pipelines
    typeJournal Paper
    journal volume12
    journal issue3
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000560
    journal fristpage04021023-1
    journal lastpage04021023-13
    page13
    treeJournal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 003
    contenttypeFulltext
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