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    Performance of Slurry Flow Models in Pressure Pipe Tests

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Armando Carravetta
    ,
    Maria Chiara Conte
    ,
    Oreste Fecarotta
    ,
    Riccardo Martino
    DOI: 10.1061/(ASCE)HY.1943-7900.0001078
    Publisher: American Society of Civil Engineers
    Abstract: New experimental data on pressure-pipe flow of slurries, together with some literature data, are used to evaluate the performance of four resistance models based on different interpretations of the process. The experiments were performed on a mixture of water and uniform sediment showing a shear-thinning rheological behavior. The literature datasets refer to a Bingham plastic mixture and to a shear-thickening mixture. Two of the tested models assume a fully stratified flow and express the total resistances as the sum of the bed and of the vehicle contribution. The third and the fourth models are based on a rheological approach that considers an equivalent homogenous fluid.
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      Performance of Slurry Flow Models in Pressure Pipe Tests

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    contributor authorArmando Carravetta
    contributor authorMaria Chiara Conte
    contributor authorOreste Fecarotta
    contributor authorRiccardo Martino
    date accessioned2017-05-08T22:28:31Z
    date available2017-05-08T22:28:31Z
    date copyrightFebruary 2016
    date issued2016
    identifier other46211669.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81217
    description abstractNew experimental data on pressure-pipe flow of slurries, together with some literature data, are used to evaluate the performance of four resistance models based on different interpretations of the process. The experiments were performed on a mixture of water and uniform sediment showing a shear-thinning rheological behavior. The literature datasets refer to a Bingham plastic mixture and to a shear-thickening mixture. Two of the tested models assume a fully stratified flow and express the total resistances as the sum of the bed and of the vehicle contribution. The third and the fourth models are based on a rheological approach that considers an equivalent homogenous fluid.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Slurry Flow Models in Pressure Pipe Tests
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001078
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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