VZJ sign up for etocs
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Published online 29 October 2008
Published in Vadose Zone J 7:1160-1169 (2008)
DOI: 10.2136/vzj2007.0172
© 2008 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
This Article
Right arrow Figures Only
Right arrow Full Text
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Right arrow reprints & permissions
Citing Articles
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Germann, P. F.
Right arrow Articles by al Hagrey, S. A.
Right arrow Search for Related Content
PubMed
Right arrow Articles by Germann, P. F.
Right arrow Articles by al Hagrey, S. A.
GeoRef
Right arrow GeoRef Citation
Agricola
Right arrow Articles by Germann, P. F.
Right arrow Articles by al Hagrey, S. A.
Related Collections
Right arrow Preferential Flow
Right arrow Nonequilibrium Flow
Right arrow Infiltration

ORIGINAL RESEARCH

Gravity-Driven and Viscosity-Dominated Infiltration into a Full-Scale Sand Model

Peter F. Germanna,* and Said Attia al Hagreyb

a Soil Science Section, Dep. of Geography, Univ. of Bern, CH-3012 Bern, Switzerland
b Institute of Geosciences, Dep. of Geophysics, Univ. of Kiel, Otto-Hahn-Platz 1, 24118 Kiel, Germany

* Corresponding author (germann{at}giub.unibe.ch).

Received 9 November 2007.

Data from an infiltration and drainage experiment into and from a sand tank model of 5 by 3 m and 2 m deep were reevaluated. The uniform sand overlaid a 0.2-m-thick gravel layer from which five perforated pipes collected drainage flow. The data include time series of capillary potentials, {psi}, volumetric water contents, {theta}, both from nine levels, and drainage flow, q, that resulted from sprinkler infiltration with a constant rate of 15.6 mm h–1 that lasted >16 h. The wetting and the pressure fronts (i.e., the increases of water content and of capillary potential) moved with the same constant velocity of 3.25 x 10–5 m s–1. The capillary potentials about 0.2 to 0.4 m behind the wetting front remained constant at about –2.5 kPa. The maximum degree of saturation during infiltration was <0.6 and the mobile water content involved in flow was about 0.15 m3 m–3. The constant velocity indicates a continuous and dynamic balance of forces acting on the mobile water. Thus, viscosity is considered to have balanced gravity as the driving force, and a momentum dissipation approach to infiltration evolved. Capillary and Bond numbers indicate that flow was subjected to considerable capillary potential, yet its gradient was only active throughout a depth range of 0.2 to 0.4 m behind the wetting front. The constant velocity prevailed despite local variations in the mobile water content. Constant velocity of wetting is proposed as the global key parameter during infiltration on which local features, like volume flux density and variation of water content, may depend.

Abbreviations: GPR, ground-penetrating radar • MDA, momentum dissipation approach • TDR, time domain reflectometry • WCW, water content wave







HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
The SCI Journals Agronomy Journal Crop Science
Journal of Natural Resources
and Life Sciences Education
Soil Science Society of America Journal
Journal of Plant Registrations Journal of
Environmental Quality
The Plant Genome
Copyright © 2008 by the Soil Science Society of America.