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dc.contributor.authorD. F. Holland
dc.contributor.authorM. Yitayew
dc.contributor.authorA. W. Warrick
dc.date.accessioned2017-05-08T22:21:08Z
dc.date.available2017-05-08T22:21:08Z
dc.date.copyrightJanuary 2000
dc.date.issued2000
dc.identifier.other42880426.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/78428
dc.description.abstractMeasurement of unsaturated hydraulic conductivity is needed for precise control of water and solutes in the vadose zone. Because of the spatial variation of soils, a large number of surface and subsurface measurements are needed to characterize a field. In this work, permeameters were developed and tested for estimating subsurface unsaturated hydraulic conductivity. The permeameters apply water under tension; they are easy to use and have adequate accuracy. Unsaturated hydraulic conductivity was determined by measuring the steady flow rates for various values of negative pressure. Tests using a soil of known hydraulic conductivity showed that the permeameters provided valid measurements. Two types were used, a porous cloth model that was inflated against the soil and a porous ceramic cup that was rigid. The field testing determined that a rigid design using a ceramic cup coupled to the soil by a layer of fine sand was easier to use, was reliable, and provided good results.
dc.publisherAmerican Society of Civil Engineers
dc.titleMeasurement of Subsurface Unsaturated Hydraulic Conductivity
dc.typeJournal Paper
dc.journal.volume126
dc.journal.issue1
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)0733-9437(2000)126:1(21)
dc.treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
dc.contenttypeFulltext


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