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    Pump Testing Boulder Zone Aquifer, South Florida

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 008
    Author:
    Udai P. Singh
    ,
    Gary E. Eichler
    ,
    C. Ross Sproul
    ,
    J. I. Garcia‐Bengochea
    DOI: 10.1061/(ASCE)0733-9429(1983)109:8(1152)
    Publisher: American Society of Civil Engineers
    Abstract: Pumping tests were performed on a 3,200 ft (976 m) deep injection well tapping the Boulder Zone near Miami, Florida, as a part of the construction and testing of a deep well injection system for the proposed Miami‐Dade Water and Sewer Authority's South District Wastewater Treatment Plant. Testing included a step‐drawdown test and a constant‐rate withdrawal test. The stepdrawdown test was performed at rates of about 2,000 gpm (126 lps), 4,000 gpm (253 lps), and 6,000 gpm (379 lps). The constant‐rate withdrawal test was run at approximately 5,950 gpm (375 lps). Semi‐diurnal (tidal) water‐level fluctuation in the Boulder Zone is approximately 0.40 ft (0.12 m). The quality of the native ground water resembles that of seawater. The effects of the pumping were observed in two nearby deep wells. Transmissivity and storage coefficient of the Boulder Zone calculated from the observed time‐drawdown‐recovery data are about
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      Pump Testing Boulder Zone Aquifer, South Florida

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    https://yetl.yabesh.ir/yetl1/handle/yetl/22161
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    contributor authorUdai P. Singh
    contributor authorGary E. Eichler
    contributor authorC. Ross Sproul
    contributor authorJ. I. Garcia‐Bengochea
    date accessioned2017-05-08T20:38:39Z
    date available2017-05-08T20:38:39Z
    date copyrightAugust 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A8%281152%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22161
    description abstractPumping tests were performed on a 3,200 ft (976 m) deep injection well tapping the Boulder Zone near Miami, Florida, as a part of the construction and testing of a deep well injection system for the proposed Miami‐Dade Water and Sewer Authority's South District Wastewater Treatment Plant. Testing included a step‐drawdown test and a constant‐rate withdrawal test. The stepdrawdown test was performed at rates of about 2,000 gpm (126 lps), 4,000 gpm (253 lps), and 6,000 gpm (379 lps). The constant‐rate withdrawal test was run at approximately 5,950 gpm (375 lps). Semi‐diurnal (tidal) water‐level fluctuation in the Boulder Zone is approximately 0.40 ft (0.12 m). The quality of the native ground water resembles that of seawater. The effects of the pumping were observed in two nearby deep wells. Transmissivity and storage coefficient of the Boulder Zone calculated from the observed time‐drawdown‐recovery data are about
    publisherAmerican Society of Civil Engineers
    titlePump Testing Boulder Zone Aquifer, South Florida
    typeJournal Paper
    journal volume109
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:8(1152)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 008
    contenttypeFulltext
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