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    Groundwater Flow Modeling of a Hard Rock Aquifer: Case Study

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author:
    V. Varalakshmi
    ,
    B. Venkateswara Rao
    ,
    L. SuriNaidu
    ,
    M. Tejaswini
    DOI: 10.1061/(ASCE)HE.1943-5584.0000627
    Publisher: American Society of Civil Engineers
    Abstract: The present study area is primarily underlain by granites, basalts, and a little bit of laterites. Groundwater occurs under unconfined to semiconfined conditions, in weathered and fractured formations, respectively. A three-dimensional groundwater flow model for the Osmansagar and Himayathsagar catchments—a semiarid hard rock area in India with two conceptual layers—is developed under transient conditions using visual
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      Groundwater Flow Modeling of a Hard Rock Aquifer: Case Study

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    https://yetl.yabesh.ir/yetl1/handle/yetl/63525
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    contributor authorV. Varalakshmi
    contributor authorB. Venkateswara Rao
    contributor authorL. SuriNaidu
    contributor authorM. Tejaswini
    date accessioned2017-05-08T21:49:31Z
    date available2017-05-08T21:49:31Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29he%2E1943-5584%2E0000648.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63525
    description abstractThe present study area is primarily underlain by granites, basalts, and a little bit of laterites. Groundwater occurs under unconfined to semiconfined conditions, in weathered and fractured formations, respectively. A three-dimensional groundwater flow model for the Osmansagar and Himayathsagar catchments—a semiarid hard rock area in India with two conceptual layers—is developed under transient conditions using visual
    publisherAmerican Society of Civil Engineers
    titleGroundwater Flow Modeling of a Hard Rock Aquifer: Case Study
    typeJournal Paper
    journal volume19
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000627
    treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    contenttypeFulltext
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