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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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