YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Water Budget and Vertical Conductance for Magnolia Lake

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 003
    Author:
    Brian J. Watson
    ,
    Louis H. Motz
    ,
    Michael D. Annable
    DOI: 10.1061/(ASCE)1084-0699(2001)6:3(208)
    Publisher: American Society of Civil Engineers
    Abstract: Water-budget components and the average vertical conductance were determined for Magnolia Lake in north-central Florida. At Magnolia Lake, a large part of the ground-water outflow occurs by means of vertical leakage through an underlying semipermeable confining unit to a deeper, highly transmissive aquifer called the upper Floridan aquifer, which is typical of many karst lakes in Florida. Monthly water-budget components were calculated for a two-year period from October 1995 through September 1997, and the water-budget component that represents vertical leakage to the upper Floridan aquifer was calculated as a residual in the water-budget equation. Relative to the 83.4 ha surface area of the lake, rainfall at Magnolia Lake was 1.31 m/year, surface-water inflow was 9.57 m/year, direct runoff was 0.19 m/year, and surficial-aquifer inflow was 0.69 m/year. Lake evaporation was 1.08 m/year, surface-water outflow was 7.79 m/year, and surficial-aquifer outflow was 0.14 m/year. The lake stage decreased by 0.13 m/year, and vertical leakage to the upper Floridan aquifer was 2.88 m/year. Values for the average vertical conductance (
    • Download: (167.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Water Budget and Vertical Conductance for Magnolia Lake

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/49582
    Collections
    • Journal of Hydrologic Engineering

    Show full item record

    contributor authorBrian J. Watson
    contributor authorLouis H. Motz
    contributor authorMichael D. Annable
    date accessioned2017-05-08T21:23:27Z
    date available2017-05-08T21:23:27Z
    date copyrightJune 2001
    date issued2001
    identifier other%28asce%291084-0699%282001%296%3A3%28208%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49582
    description abstractWater-budget components and the average vertical conductance were determined for Magnolia Lake in north-central Florida. At Magnolia Lake, a large part of the ground-water outflow occurs by means of vertical leakage through an underlying semipermeable confining unit to a deeper, highly transmissive aquifer called the upper Floridan aquifer, which is typical of many karst lakes in Florida. Monthly water-budget components were calculated for a two-year period from October 1995 through September 1997, and the water-budget component that represents vertical leakage to the upper Floridan aquifer was calculated as a residual in the water-budget equation. Relative to the 83.4 ha surface area of the lake, rainfall at Magnolia Lake was 1.31 m/year, surface-water inflow was 9.57 m/year, direct runoff was 0.19 m/year, and surficial-aquifer inflow was 0.69 m/year. Lake evaporation was 1.08 m/year, surface-water outflow was 7.79 m/year, and surficial-aquifer outflow was 0.14 m/year. The lake stage decreased by 0.13 m/year, and vertical leakage to the upper Floridan aquifer was 2.88 m/year. Values for the average vertical conductance (
    publisherAmerican Society of Civil Engineers
    titleWater Budget and Vertical Conductance for Magnolia Lake
    typeJournal Paper
    journal volume6
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2001)6:3(208)
    treeJournal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian