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    Experimental Study on the Angle of Repose of Submerged Cohesive Sediments

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author:
    Minxi Zhang; Guoliang Yu; Wenlong Zhu; Ming Li
    DOI: 10.1061/(ASCE)WW.1943-5460.0000512
    Publisher: American Society of Civil Engineers
    Abstract: The angle of repose (AoR) of sediments is an important parameter in the hydraulics of sediment transport. This study investigated the AoR (ϕ) of submerged cohesive sediments using a tilting plane. The results indicate that the yield stress and particle size are factors that have major influences on the AoR. For specific sediments, sin(ϕ) increases linearly with increasing yield stress. For a certain yield stress, the AoR increases with increasing median grain size. Meanwhile, the effect of the yield stress on the AoR is significant for the cohesive sediments and becomes progressively weaker with the increasing median grain size. A simple and reliable empirical formula that includes a rheological term and a gravity term is proposed to calculate the AoR of submerged cohesive sediments. Furthermore, a series of vibration tests was designed and performed with the sediment samples to explore the effect of mechanical vibration on the AoR. The results show that the mechanical vibration can significantly fluidize the submerged cohesive sediments, which can lead to a significant decrease in the AoR.
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      Experimental Study on the Angle of Repose of Submerged Cohesive Sediments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4254425
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    contributor authorMinxi Zhang; Guoliang Yu; Wenlong Zhu; Ming Li
    date accessioned2019-03-10T11:52:34Z
    date available2019-03-10T11:52:34Z
    date issued2019
    identifier other%28ASCE%29WW.1943-5460.0000512.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254425
    description abstractThe angle of repose (AoR) of sediments is an important parameter in the hydraulics of sediment transport. This study investigated the AoR (ϕ) of submerged cohesive sediments using a tilting plane. The results indicate that the yield stress and particle size are factors that have major influences on the AoR. For specific sediments, sin(ϕ) increases linearly with increasing yield stress. For a certain yield stress, the AoR increases with increasing median grain size. Meanwhile, the effect of the yield stress on the AoR is significant for the cohesive sediments and becomes progressively weaker with the increasing median grain size. A simple and reliable empirical formula that includes a rheological term and a gravity term is proposed to calculate the AoR of submerged cohesive sediments. Furthermore, a series of vibration tests was designed and performed with the sediment samples to explore the effect of mechanical vibration on the AoR. The results show that the mechanical vibration can significantly fluidize the submerged cohesive sediments, which can lead to a significant decrease in the AoR.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on the Angle of Repose of Submerged Cohesive Sediments
    typeJournal Paper
    journal volume145
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000512
    page04019006
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 003
    contenttypeFulltext
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