| dc.contributor.author |
Poulovassilis, A |
en |
| dc.contributor.author |
Polychronides, M |
en |
| dc.contributor.author |
Kerkides, P |
en |
| dc.date.accessioned |
2014-06-06T06:41:41Z |
|
| dc.date.available |
2014-06-06T06:41:41Z |
|
| dc.date.issued |
1988 |
en |
| dc.identifier.issn |
03783774 |
en |
| dc.identifier.uri |
http://62.217.125.90/xmlui/handle/123456789/204 |
|
| dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-38249029776&partnerID=40&md5=65e9656d124bbdf05b1cbf1f81ebd1b3 |
en |
| dc.title |
Evaluation of various computational schemes in calculating unsaturated hydraulic conductivity |
en |
| heal.type |
journalArticle |
en |
| heal.publicationDate |
1988 |
en |
| heal.abstract |
The purpose of this study was to compare K-θ{symbol} or K-H relationships (where K is the hydraulic conductivity, θ{symbol} the volumetric water content and H the soil water pressure head) calculated by means of four computational models proposed, with experimental ones determined in situ in a layered soil profile. The experimental relationships have been reported by one of the authors before. The textural characteristics of the layered profile are shown. Furthermore, in order to evaluate the effect of differences between experimental and computed relationships on soil water profile development, calculated profiles for the process of horizontal infiltration obtained by using both experimental and calculated K(θ{symbol}) relationships were compared. Also, cumulative infiltration versus time curves computed for the horizontal case by using both experimental and calculated K(θ{symbol}) relationships were compared to the same end. © 1988. |
en |
| heal.journalName |
Agricultural Water Management |
en |
| dc.identifier.issue |
2-4 |
en |
| dc.identifier.volume |
13 |
en |
| dc.identifier.spage |
317 |
en |
| dc.identifier.epage |
327 |
en |