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    Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 003::page 04024009-1
    Author:
    Naveed Ul Hassan Bhat
    ,
    Gourabananda Pahar
    DOI: 10.1061/JHEND8.HYENG-13697
    Publisher: ASCE
    Abstract: A novel coupled approach to modeling various stages of waves generated by different types of landslides (e.g., subaerial to submerged) through divergence-free incompressible smoothed particle hydrodynamics (ISPH) was developed in this study. In this approach, coexisting fluid and granular modules interact with each other through an interaction force pair, which necessitates the accurate transfer of information related to the fluid stress tensor and velocity vectors of the complementary module. A support domain centering each particle of both phases along with specific corrective treatments caters to the averaging of information from the complementary module. The model was tested against three scenarios (with limiting criteria such as suspended load transport and hindrance to porosity conceptualization) ranging from subaerial to submerged granular slides and resulting water surface fluctuations.
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      Coupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297636
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    contributor authorNaveed Ul Hassan Bhat
    contributor authorGourabananda Pahar
    date accessioned2024-04-27T22:50:32Z
    date available2024-04-27T22:50:32Z
    date issued2024/05/01
    identifier other10.1061-JHEND8.HYENG-13697.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297636
    description abstractA novel coupled approach to modeling various stages of waves generated by different types of landslides (e.g., subaerial to submerged) through divergence-free incompressible smoothed particle hydrodynamics (ISPH) was developed in this study. In this approach, coexisting fluid and granular modules interact with each other through an interaction force pair, which necessitates the accurate transfer of information related to the fluid stress tensor and velocity vectors of the complementary module. A support domain centering each particle of both phases along with specific corrective treatments caters to the averaging of information from the complementary module. The model was tested against three scenarios (with limiting criteria such as suspended load transport and hindrance to porosity conceptualization) ranging from subaerial to submerged granular slides and resulting water surface fluctuations.
    publisherASCE
    titleCoupled-ISPH Framework for Modeling Tsunamis Induced by Landslides: Subaerial to Submerged
    typeJournal Article
    journal volume150
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13697
    journal fristpage04024009-1
    journal lastpage04024009-15
    page15
    treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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