| dc.contributor.author |
Valiantzas, J |
en |
| dc.contributor.author |
Kerkides, P |
en |
| dc.date.accessioned |
2014-06-06T06:41:50Z |
|
| dc.date.available |
2014-06-06T06:41:50Z |
|
| dc.date.issued |
1990 |
en |
| dc.identifier.uri |
http://dx.doi.org/10.1029/WR026i001p00143 |
en |
| dc.identifier.uri |
http://62.217.125.90/xmlui/handle/123456789/285 |
|
| dc.subject |
Experimental Data |
en |
| dc.subject |
Hydraulic Conductance |
en |
| dc.subject |
Initial Boundary Value Problem |
en |
| dc.subject |
Iteration Method |
en |
| dc.subject |
Numerical Solution |
en |
| dc.subject |
Parameter Identification |
en |
| dc.subject |
Soil Hydraulic Properties |
en |
| dc.subject |
Soil Moisture |
en |
| dc.subject |
Transport Process |
en |
| dc.subject |
Water Content |
en |
| dc.title |
A simple iterative method for the simultaneous determination of soil hydraulic properties from one-step outflow data |
en |
| heal.type |
journalArticle |
en |
| heal.identifier.primary |
10.1029/WR026i001p00143 |
en |
| heal.publicationDate |
1990 |
en |
| heal.abstract |
Assuming a Brooks and Corey family of moisture retention curves and a Θ power hydraulic conductivity function, the parameter identification problem is solved with reasonable accuracy and simplicity, through the analysis of one-step outflow data. Additional information regarding the moisture retention curve may improve the results. Our method does not require a numerical solution of the flow initial boundary value |
en |
| heal.journalName |
Water Resources Research |
en |
| dc.identifier.doi |
10.1029/WR026i001p00143 |
en |