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    New Drain Flow Formula

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author:
    J. C. Miles
    ,
    K. Kitmitto
    DOI: 10.1061/(ASCE)0733-9437(1989)115:2(215)
    Publisher: American Society of Civil Engineers
    Abstract: A new drain flow formula is presented, and its accuracy is compared with Hooghoudt's formula and “correct” results obtained from a potential theory simulation. It is shown that the formula is suitable for representing flow to drains in homogeneous‐isotropic, anisotropic, and layered media. Results are also presented for the application of Hooghoudt's method to layered media, and it is shown that the method is not suitable for anisotropic media. In addition, a drain spacing formula is presented based on the new drain flow formula.
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      New Drain Flow Formula

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27028
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    contributor authorJ. C. Miles
    contributor authorK. Kitmitto
    date accessioned2017-05-08T20:47:01Z
    date available2017-05-08T20:47:01Z
    date copyrightApril 1989
    date issued1989
    identifier other%28asce%290733-9437%281989%29115%3A2%28215%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27028
    description abstractA new drain flow formula is presented, and its accuracy is compared with Hooghoudt's formula and “correct” results obtained from a potential theory simulation. It is shown that the formula is suitable for representing flow to drains in homogeneous‐isotropic, anisotropic, and layered media. Results are also presented for the application of Hooghoudt's method to layered media, and it is shown that the method is not suitable for anisotropic media. In addition, a drain spacing formula is presented based on the new drain flow formula.
    publisherAmerican Society of Civil Engineers
    titleNew Drain Flow Formula
    typeJournal Paper
    journal volume115
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1989)115:2(215)
    treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 002
    contenttypeFulltext
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