Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record