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    Low-Temperature Rheological Behavior of Submarine Mudflows

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author:
    Xing-sen Guo
    ,
    Ting-kai Nian
    ,
    Zhong-tao Wang
    ,
    Wei Zhao
    ,
    Ning Fan
    ,
    Hou-bin Jiao
    DOI: 10.1061/(ASCE)WW.1943-5460.0000551
    Publisher: ASCE
    Abstract: Due to seawater intrusion, submarine sediments and slide masses routinely evolve into fluidized mudflows during long-distance migration and seriously endanger marine engineering facilities. However, few studies of the rheological properties of mudflows have considered the low-temperature seafloor environment and natural sediment properties. Hence, a series of rheology experiments of sediment samples from the northern South China Sea were performed. The apparent viscosity and shear stress of mudflows at 0.5°C were 36.3% higher than those at 22°C. In addition, at a given temperature, the apparent viscosity and shear stress of mudflows with a 90% water content are on average 24 times greater than those of mudflows with a 151.2% water content. The internal variation mechanism of mudflow rheological behaviors was well analyzed on the basis of Brownian motion and interparticle interactions. The Herschel-Bulkley model was employed to fit the test results, and equations of the yield stress and consistency factor were established by considering the temperature. Furthermore, the relationships between rheological parameters and water content conditions are thoroughly discussed. A rheological model that considers the temperature and water content is proposed, and the results provide scientific support for the assessment of mudflow migration ranges, sediment transport, and marine engineering design.
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      Low-Temperature Rheological Behavior of Submarine Mudflows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4264753
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorXing-sen Guo
    contributor authorTing-kai Nian
    contributor authorZhong-tao Wang
    contributor authorWei Zhao
    contributor authorNing Fan
    contributor authorHou-bin Jiao
    date accessioned2022-01-30T19:09:12Z
    date available2022-01-30T19:09:12Z
    date issued2020
    identifier other%28ASCE%29WW.1943-5460.0000551.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264753
    description abstractDue to seawater intrusion, submarine sediments and slide masses routinely evolve into fluidized mudflows during long-distance migration and seriously endanger marine engineering facilities. However, few studies of the rheological properties of mudflows have considered the low-temperature seafloor environment and natural sediment properties. Hence, a series of rheology experiments of sediment samples from the northern South China Sea were performed. The apparent viscosity and shear stress of mudflows at 0.5°C were 36.3% higher than those at 22°C. In addition, at a given temperature, the apparent viscosity and shear stress of mudflows with a 90% water content are on average 24 times greater than those of mudflows with a 151.2% water content. The internal variation mechanism of mudflow rheological behaviors was well analyzed on the basis of Brownian motion and interparticle interactions. The Herschel-Bulkley model was employed to fit the test results, and equations of the yield stress and consistency factor were established by considering the temperature. Furthermore, the relationships between rheological parameters and water content conditions are thoroughly discussed. A rheological model that considers the temperature and water content is proposed, and the results provide scientific support for the assessment of mudflow migration ranges, sediment transport, and marine engineering design.
    publisherASCE
    titleLow-Temperature Rheological Behavior of Submarine Mudflows
    typeJournal Paper
    journal volume146
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000551
    page04019043
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 002
    contenttypeFulltext
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