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    Measurement of Subsurface Unsaturated Hydraulic Conductivity

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    D. F. Holland
    ,
    M. Yitayew
    ,
    A. W. Warrick
    DOI: 10.1061/(ASCE)0733-9437(2000)126:1(21)
    Publisher: American Society of Civil Engineers
    Abstract: Measurement 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.
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      Measurement of Subsurface Unsaturated Hydraulic Conductivity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/78428
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    contributor authorD. F. Holland
    contributor authorM. Yitayew
    contributor authorA. W. Warrick
    date accessioned2017-05-08T22:21:08Z
    date available2017-05-08T22:21:08Z
    date copyrightJanuary 2000
    date issued2000
    identifier other42880426.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78428
    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.
    publisherAmerican Society of Civil Engineers
    titleMeasurement of Subsurface Unsaturated Hydraulic Conductivity
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2000)126:1(21)
    treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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