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    Furrow Infiltration on Nontilled Beds with Cracking Soils

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author:
    Robert G. Evans
    ,
    Christopher J. Smith
    ,
    Peter D. Mitchell
    ,
    Philip J. Newton
    DOI: 10.1061/(ASCE)0733-9437(1990)116:5(714)
    Publisher: American Society of Civil Engineers
    Abstract: A recirculating furrow infiltrometer is used to determine the effect of three flow rates on infiltration for nontilled beds established on a red‐brown earth soil (heavy clay soil) in the Goulburn‐Murray irrigation region of southeastern Australia. Flow rates are 0.13 L/s (low), 0.38 L/s (medium), and 0.61 L/s (high). Tests are repeated four times at two‐week intervals over the irrigation season. Infiltration measurements are made over 10‐m long furrows for a minimum of five hours of outflow. Increasing the flow rate, with commensurate increases in wetted perimeter and depth of water in the furrow, increases the volume infiltrated into the nontilled beds on these soils. Because of this effect, the depth of water in the furrow should be maintained as high as possible without flooding the surface of the beds. Narrow spacing between furrows and the presence of crop residues in the furrow may also be beneficial. The volume infiltrated, calculated from the Kostiakov‐Lewis equation, decreases with time during the season and is especially evident at the high flow rate.
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      Furrow Infiltration on Nontilled Beds with Cracking Soils

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    https://yetl.yabesh.ir/yetl1/handle/yetl/27182
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    contributor authorRobert G. Evans
    contributor authorChristopher J. Smith
    contributor authorPeter D. Mitchell
    contributor authorPhilip J. Newton
    date accessioned2017-05-08T20:47:18Z
    date available2017-05-08T20:47:18Z
    date copyrightSeptember 1990
    date issued1990
    identifier other%28asce%290733-9437%281990%29116%3A5%28714%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27182
    description abstractA recirculating furrow infiltrometer is used to determine the effect of three flow rates on infiltration for nontilled beds established on a red‐brown earth soil (heavy clay soil) in the Goulburn‐Murray irrigation region of southeastern Australia. Flow rates are 0.13 L/s (low), 0.38 L/s (medium), and 0.61 L/s (high). Tests are repeated four times at two‐week intervals over the irrigation season. Infiltration measurements are made over 10‐m long furrows for a minimum of five hours of outflow. Increasing the flow rate, with commensurate increases in wetted perimeter and depth of water in the furrow, increases the volume infiltrated into the nontilled beds on these soils. Because of this effect, the depth of water in the furrow should be maintained as high as possible without flooding the surface of the beds. Narrow spacing between furrows and the presence of crop residues in the furrow may also be beneficial. The volume infiltrated, calculated from the Kostiakov‐Lewis equation, decreases with time during the season and is especially evident at the high flow rate.
    publisherAmerican Society of Civil Engineers
    titleFurrow Infiltration on Nontilled Beds with Cracking Soils
    typeJournal Paper
    journal volume116
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1990)116:5(714)
    treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 005
    contenttypeFulltext
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