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    Hindered Settling of Silt

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author:
    S. te Slaa
    ,
    D. S. van Maren
    ,
    Q. He
    ,
    J. C. Winterwerp
    DOI: 10.1061/(ASCE)HY.1943-7900.0001038
    Publisher: American Society of Civil Engineers
    Abstract: Sediment particles smaller than 64 μm, with a noncohesive base mineral, are referred to as silt. The settling velocity of suspended sediment decreases with increasing concentration due to hindered settling effects. Compared with clay and sand, hindered settling of silt is poorly documented and understood. A formulation is proposed for the hindered settling of silt-water mixtures, derived from physical reasoning. The effect of silt on the mixture’s viscosity is addressed in particular. The formulation compares favorably with laboratory experiments on the settling of silt-sized sediment. This study shows that effective settling velocities can be derived from a single concentration time series measured within the settling mixture, provided that the sediment is initially homogeneously distributed.
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      Hindered Settling of Silt

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    contributor authorS. te Slaa
    contributor authorD. S. van Maren
    contributor authorQ. He
    contributor authorJ. C. Winterwerp
    date accessioned2017-05-08T22:28:32Z
    date available2017-05-08T22:28:32Z
    date copyrightSeptember 2015
    date issued2015
    identifier other46231794.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81229
    description abstractSediment particles smaller than 64 μm, with a noncohesive base mineral, are referred to as silt. The settling velocity of suspended sediment decreases with increasing concentration due to hindered settling effects. Compared with clay and sand, hindered settling of silt is poorly documented and understood. A formulation is proposed for the hindered settling of silt-water mixtures, derived from physical reasoning. The effect of silt on the mixture’s viscosity is addressed in particular. The formulation compares favorably with laboratory experiments on the settling of silt-sized sediment. This study shows that effective settling velocities can be derived from a single concentration time series measured within the settling mixture, provided that the sediment is initially homogeneously distributed.
    publisherAmerican Society of Civil Engineers
    titleHindered Settling of Silt
    typeJournal Paper
    journal volume141
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001038
    treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 009
    contenttypeFulltext
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