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    Water Well Resonance Induced by Preearthquake Signals

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 009
    Author:
    C. H. Wang
    ,
    L. H. Huang
    ,
    M. Y. Lin
    DOI: 10.1061/(ASCE)EM.1943-7889.0000150
    Publisher: American Society of Civil Engineers
    Abstract: This study elucidates the water well resonance induced by preearthquake signals using an analytic approach. Weak pressure waves passing through a confined aquifer are considered as the incoming preearthquake signal. Owing to the hardness of the porous skeleton, the pressure waves are simply the limiting case of the second kind of dilatational waves of poroelasticity. Because the driving signals of a weak preearthquake pressure wave transmitting through a confined aquifer are too weak to significantly affect the solid skeleton, we believe that this phenomenon is attributed to the effect of resonant amplification of water levels in wells. The flow inside the well is assumed to be incompressible, inviscid, and irrotational, while that outside the well is treated as a porous-media flow with a rigid skeleton. The flows inside and outside the well are analyzed using the potential flow theory under the assumption of small-amplitude waves and Darcy’s law of porous-media flow, respectively. The well-posed boundary value problem is solved using the regular perturbation expansion based on a small gauge function
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      Water Well Resonance Induced by Preearthquake Signals

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60603
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    contributor authorC. H. Wang
    contributor authorL. H. Huang
    contributor authorM. Y. Lin
    date accessioned2017-05-08T21:43:21Z
    date available2017-05-08T21:43:21Z
    date copyrightSeptember 2010
    date issued2010
    identifier other%28asce%29em%2E1943-7889%2E0000160.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60603
    description abstractThis study elucidates the water well resonance induced by preearthquake signals using an analytic approach. Weak pressure waves passing through a confined aquifer are considered as the incoming preearthquake signal. Owing to the hardness of the porous skeleton, the pressure waves are simply the limiting case of the second kind of dilatational waves of poroelasticity. Because the driving signals of a weak preearthquake pressure wave transmitting through a confined aquifer are too weak to significantly affect the solid skeleton, we believe that this phenomenon is attributed to the effect of resonant amplification of water levels in wells. The flow inside the well is assumed to be incompressible, inviscid, and irrotational, while that outside the well is treated as a porous-media flow with a rigid skeleton. The flows inside and outside the well are analyzed using the potential flow theory under the assumption of small-amplitude waves and Darcy’s law of porous-media flow, respectively. The well-posed boundary value problem is solved using the regular perturbation expansion based on a small gauge function
    publisherAmerican Society of Civil Engineers
    titleWater Well Resonance Induced by Preearthquake Signals
    typeJournal Paper
    journal volume136
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000150
    treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 009
    contenttypeFulltext
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