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    Predicting Ground‐Water Response to Precipitation

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author:
    Dwight A. Sangrey
    ,
    Kingsley O. Harrop‐Williams
    ,
    Jeffrey A. Klaiber
    DOI: 10.1061/(ASCE)0733-9410(1984)110:7(957)
    Publisher: American Society of Civil Engineers
    Abstract: High ground‐water levels are a principal cause of slope instability and of significance in other geotechnical engineering problems. A methodology has been developed, and is described in this paper, for predicting the fluctuation of ground‐water levels as a function of precipitation. The approximate method uses measured characteristics of the site or region and a short period of calibration from a well record. The linkage of precipitation to ground‐water fluctuation can be used in either deterministic or probabilistic methods. The new methodology has been tested by application in several different geological and climatological areas. Based on these field studies, the sensitivity of the methodology to calibration period, aquifer response time, evapotranspiration and other characteristics has been evaluated. The overall conclusion of the work has been a demonstration that the fluctuation of ground‐water levels, including extreme values, can be predicted with sufficient accuracy for many design and analysis problems.
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      Predicting Ground‐Water Response to Precipitation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19610
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    contributor authorDwight A. Sangrey
    contributor authorKingsley O. Harrop‐Williams
    contributor authorJeffrey A. Klaiber
    date accessioned2017-05-08T20:33:44Z
    date available2017-05-08T20:33:44Z
    date copyrightJuly 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A7%28957%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19610
    description abstractHigh ground‐water levels are a principal cause of slope instability and of significance in other geotechnical engineering problems. A methodology has been developed, and is described in this paper, for predicting the fluctuation of ground‐water levels as a function of precipitation. The approximate method uses measured characteristics of the site or region and a short period of calibration from a well record. The linkage of precipitation to ground‐water fluctuation can be used in either deterministic or probabilistic methods. The new methodology has been tested by application in several different geological and climatological areas. Based on these field studies, the sensitivity of the methodology to calibration period, aquifer response time, evapotranspiration and other characteristics has been evaluated. The overall conclusion of the work has been a demonstration that the fluctuation of ground‐water levels, including extreme values, can be predicted with sufficient accuracy for many design and analysis problems.
    publisherAmerican Society of Civil Engineers
    titlePredicting Ground‐Water Response to Precipitation
    typeJournal Paper
    journal volume110
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:7(957)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 007
    contenttypeFulltext
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