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    Vajont Disaster: Smoothed Particle Hydrodynamics Modeling of the Postevent 2D Experiments

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author:
    S. Manenti
    ,
    E. Pierobon
    ,
    M. Gallati
    ,
    S. Sibilla
    ,
    L. D’Alpaos
    ,
    E. Macchi
    ,
    S. Todeschini
    DOI: 10.1061/(ASCE)HY.1943-7900.0001111
    Publisher: American Society of Civil Engineers
    Abstract: The Vajont disaster was caused in 1963 by a landslide of about 270 million cubic meters that fell into a hydroelectric reservoir and generated a wave about 200 m high which overtopped the dam and caused 1917 casualties. With the aim of assessing why the real wave height was underestimated, a series of two-dimensional experiments were performed at the University of Padua in 1968 considering a scale characteristic cross section of the Vajont basin near the dam: the landslide was pushed into the stored water by a moving plate over the sliding surface and the maximum wave run-up along the opposite mountain side was measured as a function of the landslide falling time. Some of these results have been compared to smoothed particle hydrodynamics numerical simulations in which both water and noncohesive sediment are simulated as weakly compressible fluid; water is treated as Newtonian fluid while a proper rheological model is adopted for the landslide to mimic its non-Newtonian behavior. The computed falling time and maximum wave run-up are in good agreement with the results from the 2D laboratory experiment which is closer to the real event.
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      Vajont Disaster: Smoothed Particle Hydrodynamics Modeling of the Postevent 2D Experiments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82054
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    contributor authorS. Manenti
    contributor authorE. Pierobon
    contributor authorM. Gallati
    contributor authorS. Sibilla
    contributor authorL. D’Alpaos
    contributor authorE. Macchi
    contributor authorS. Todeschini
    date accessioned2017-05-08T22:31:44Z
    date available2017-05-08T22:31:44Z
    date copyrightApril 2016
    date issued2016
    identifier other48494165.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82054
    description abstractThe Vajont disaster was caused in 1963 by a landslide of about 270 million cubic meters that fell into a hydroelectric reservoir and generated a wave about 200 m high which overtopped the dam and caused 1917 casualties. With the aim of assessing why the real wave height was underestimated, a series of two-dimensional experiments were performed at the University of Padua in 1968 considering a scale characteristic cross section of the Vajont basin near the dam: the landslide was pushed into the stored water by a moving plate over the sliding surface and the maximum wave run-up along the opposite mountain side was measured as a function of the landslide falling time. Some of these results have been compared to smoothed particle hydrodynamics numerical simulations in which both water and noncohesive sediment are simulated as weakly compressible fluid; water is treated as Newtonian fluid while a proper rheological model is adopted for the landslide to mimic its non-Newtonian behavior. The computed falling time and maximum wave run-up are in good agreement with the results from the 2D laboratory experiment which is closer to the real event.
    publisherAmerican Society of Civil Engineers
    titleVajont Disaster: Smoothed Particle Hydrodynamics Modeling of the Postevent 2D Experiments
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001111
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 004
    contenttypeFulltext
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