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    Effects of Drainage and Water‐Management Practices on Hydrology

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author:
    K. D. Konyha
    ,
    R. W. Skaggs
    ,
    J. W. Gilliam
    DOI: 10.1061/(ASCE)0733-9437(1992)118:5(807)
    Publisher: American Society of Civil Engineers
    Abstract: The hydrology of two North Carolina muck soils was simulated using four water‐management methods; conventional drainage, improved subsurface drainage, and two types of controlled drainage. One soil was much more responsive to water management than the other. For the more responsive soil, improved subsurface drainage reduced surface runoff by 192 mm/year (66%) but raised outflow by 40 mm/year (10%). Large daily flows
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      Effects of Drainage and Water‐Management Practices on Hydrology

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27372
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    contributor authorK. D. Konyha
    contributor authorR. W. Skaggs
    contributor authorJ. W. Gilliam
    date accessioned2017-05-08T20:47:39Z
    date available2017-05-08T20:47:39Z
    date copyrightSeptember 1992
    date issued1992
    identifier other%28asce%290733-9437%281992%29118%3A5%28807%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27372
    description abstractThe hydrology of two North Carolina muck soils was simulated using four water‐management methods; conventional drainage, improved subsurface drainage, and two types of controlled drainage. One soil was much more responsive to water management than the other. For the more responsive soil, improved subsurface drainage reduced surface runoff by 192 mm/year (66%) but raised outflow by 40 mm/year (10%). Large daily flows
    publisherAmerican Society of Civil Engineers
    titleEffects of Drainage and Water‐Management Practices on Hydrology
    typeJournal Paper
    journal volume118
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1992)118:5(807)
    treeJournal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 005
    contenttypeFulltext
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