| dc.contributor.author | D. F. Holland | |
| dc.contributor.author | M. Yitayew | |
| dc.contributor.author | A. W. Warrick | |
| dc.date.accessioned | 2017-05-08T22:21:08Z | |
| dc.date.available | 2017-05-08T22:21:08Z | |
| dc.date.copyright | January 2000 | |
| dc.date.issued | 2000 | |
| dc.identifier.other | 42880426.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/78428 | |
| dc.description.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. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Measurement of Subsurface Unsaturated Hydraulic Conductivity | |
| dc.type | Journal Paper | |
| dc.journal.volume | 126 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Irrigation and Drainage Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)0733-9437(2000)126:1(21) | |
| dc.tree | Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001 | |
| dc.contenttype | Fulltext | |