SSSAJ Journal of Natural Resources and Life Sciences Education
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


This Article
Right arrow Figures Only
Right arrow Full Text Free
Right arrow Full Text (PDF) Free
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 Similar articles in ISI Web of Science
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 HighWire
Right arrow Citing Articles via ISI Web of Science (8)
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Si, B.
Right arrow Articles by Elrick, D.E.
Right arrow Search for Related Content
PubMed
Right arrow Articles by Si, B.
Right arrow Articles by Elrick, D.E.
Agricola
Right arrow Articles by Si, B.
Right arrow Articles by Elrick, D.E.
Soil Science Society of America Journal 63:793-799 (1999)
© 1999 Soil Science Society of America

DIVISION S-1-SOIL PHYSICS

Measurement of Hydraulic Properties During Constant Flux Infiltration

Field Average

B. Sia, R.G. Kachanoskib, F. Zhanga, G.W. Parkina and D.E. Elricka

a Land Resource Dep., Univ. of Guelph, Guelph, ON N1G 2W1 Canada
b College of Graduate Studies and Research, Univ. of Saskatchewan, 3 Campus Drive, Saskatoon, SK S7N 5A4 Canada

gary.kachanoski{at}usask.ca

Accurate measurement of in situ soil hydraulic properties is important for developing, testing, and applying water and solute transport theory. A method of measuring hydraulic conductivity (K), soil matric pressure head ({psi}), and water content ({theta}) relationships is presented. The procedure uses a series of multipurpose time domain reflectometry (TDR) probes that measure both {theta} and {psi}. The TDR probes are installed vertically and measure the rate of change of local soil water storage (q) along the probe during constant rate water application. The values of q are equal to local soil water flux, and assuming unit gradient, are set equal to K at the steady state {theta} and {psi} measured at long times. The measured values of K, {theta}, and {psi} from different water application rates are combined to obtain average K({theta}) and {theta}({psi}) functions. To test the procedure, multipurpose TDR probes were installed vertically in a sandy soil every 0.15 m in a 7.5-m-long transect for a total of 50 probes per depth. This was repeated in parallel transects 0.1 m apart for four depths (0.2 m, 0.4 m, 0.6 m, 0.8 m) and a total of 200 probes. Six different water application rates were applied with subsequent drainage. Average K({theta}) and {theta}({psi}) functions were obtained and used in an analytical solution for constant rate infiltration. Transient water storage changes were accurately predicted for all application rates.

Abbreviations: GP, Guelph permeameter • GPI, Guelph pressure infiltrometer




This article has been cited by other articles:


Home page
Soil Sci.Home page
N. Lazarovitch, A. Ben-Gal, J. Simunek, and U. Shani
Uniqueness of Soil Hydraulic Parameters Determined by a Combined Wooding Inverse Approach
Soil Sci. Soc. Am. J., May 16, 2007; 71(3): 860 - 865.
[Abstract] [Full Text] [PDF]


Home page
Vadose Zone JHome page
G. W. Gee, G. W. Gee, Z. F. Zhang, and A. L. Ward
A Modified Vadose Zone Fluxmeter with Solution Collection Capability
Vadose Zone J., November 1, 2003; 2(4): 627 - 632.
[Abstract] [Full Text] [PDF]


Home page
Soil Sci.Home page
B. C. Si and R. G. Kachanoski
Measurement of Local Soil Water Flux during Field Solute Transport Experiments
Soil Sci. Soc. Am. J., May 1, 2003; 67(3): 730 - 736.
[Abstract] [Full Text] [PDF]


Home page
Soil Sci.Home page
B. C. Si
Spatial and Statistical Similarities of Local Soil Water Fluxes
Soil Sci. Soc. Am. J., May 1, 2002; 66(3): 753 - 759.
[Abstract] [Full Text] [PDF]


Home page
Soil Sci.Home page
Z.F. Zhang, R.G. Kachanoski, G. W. Parkin, and B. Si
Measuring Hydraulic Properties Using a Line Source: I. Analytical Expressions
Soil Sci. Soc. Am. J., September 1, 2000; 64(5): 1554 - 1562.
[Abstract] [Full Text]


Home page
Soil Sci.Home page
Z.F. Zhang, R.G. Kachanoski, G. W. Parkin, and B. Si
Measuring Hydraulic Properties Using a Line Source: II. Field Test
Soil Sci. Soc. Am. J., September 1, 2000; 64(5): 1563 - 1569.
[Abstract] [Full Text]


Home page
Soil Sci.Home page
B.C. Si and R.G. Kachanoski
Estimating Soil Hydraulic Properties During Constant Flux Infiltration: Inverse Procedures
Soil Sci. Soc. Am. J., March 1, 2000; 64(2): 439 - 449.
[Abstract] [Full Text]


Home page
Soil Sci.Home page
B. C. Si and R.G. Kachanoski
A New Solution for Water Storage to a Fixed Depth for Constant Flux Infiltration
Soil Sci. Soc. Am. J., January 1, 2000; 64(1): 24 - 29.
[Abstract] [Full Text]


Home page
Soil Sci.Home page
B.C. Si and R.G. Kachanoski
Unified Solution for Infiltration and Drainage with Hysteresis: Theory and Field Test
Soil Sci. Soc. Am. J., January 1, 2000; 64(1): 30 - 36.
[Abstract] [Full Text]




HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
The SCI Journals Agronomy Journal Crop Science
Journal of Natural Resources
and Life Sciences Education
Vadose Zone Journal
Journal of Plant Registrations Journal of
Environmental Quality
The Plant Genome
Copyright © 1999 by the Soil Science Society of America.