Estimation of saturated hydraulic conductivity from ring infiltrometer test taking into account the surface moisture stain extension

A large single-ring infiltrometer test was performed in order to characterize the saturated hydraulic conductivity below an infiltration basin in the well field of Lyon (France). Two kinds of data are recorded during the experiment: the volume of water infiltrated over time and the extension of the...

Full description

Saved in:
Bibliographic Details
Published inJournal of Hydrology and Hydromechanics Vol. 65; no. 3; pp. 321 - 324
Main Authors Réfloch, Aurore, Gaudet, Jean-Paul, Oxarango, Laurent, Rossier, Yvan
Format Journal Article
LanguageEnglish
Published Bratislava De Gruyter Open 01.09.2017
De Gruyter Poland
Sciendo
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:A large single-ring infiltrometer test was performed in order to characterize the saturated hydraulic conductivity below an infiltration basin in the well field of Lyon (France). Two kinds of data are recorded during the experiment: the volume of water infiltrated over time and the extension of the moisture stain around the ring. Then numerical analysis was performed to determine the saturated hydraulic conductivity of the soil by calibration. Considering an isotropic hydraulic conductivity, the saturated hydraulic conductivity of the alluvial deposits is estimated at 3.8 10 m s . However, with this assumption, we are not able to represent accurately the extension of the moisture stain around the ring. When anisotropy of hydraulic conductivity is introduced, experimental data and simulation results are in good agreement, both for the volume of water infiltrated over time and the extension of the moisture stain. The vertical saturated hydraulic conductivity in the anisotropic configuration is 4.75 times smaller than in the isotropic configuration (8.0 10 m s ), and the horizontal saturated hydraulic conductivity is 125 times higher than the vertical saturated hydraulic conductivity (1.0 10 m s ).
ISSN:0042-790X
0042-790X
1338-4333
DOI:10.1515/johh-2017-0019