SSSAJ Grow Your Career with SSSA
HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
 QUICK SEARCH:   [advanced]


     


Published in Soil Sci Soc Am J 53:1635-1641 (1989)
© 1989 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
This Article
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 HighWire
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Yamaguchi, T.
Right arrow Articles by Moldrup, P.
Right arrow Search for Related Content
PubMed
Right arrow Articles by Yamaguchi, T.
Right arrow Articles by Moldrup, P.
Agricola
Right arrow Articles by Yamaguchi, T.
Right arrow Articles by Moldrup, P.

Using Breakthrough Curves for Parameter Estimation in the Convection-Dispersion Model of Solute Transport

T. Yamaguchi* and S. Yokosi

Dep. of Environmental Science and Engineering, Faculty of Engineering, Hiroshima Univ., Higashi-Hiroshima, 724, Japan

P. Moldrup

Environmental Engineering Lab., Dep. of Civil Engineering, Univ. of Aalborg, Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark

*Corresponding author.

ABSTRACT

We present two easily applicable models for simultaneous estimation of the convective velocity (u0) and the hydrodynamic dispersion coefficient (D0) from breakthrough curve (BTC) data. The two models can be used for both saturated and unsaturated flow. Both models are derived from an analytical solution to the convection-dispersion equation (CDE). The first model, labeled the "slope method," is exact. It uses the slope of the BTC to estimate u0 and D0. The second method is approximate because it is only based on the first term of the analytical solution to the CDE. This model is labeled the "first-term method" and is not valid for very small values of Brenner number. A simple version of both models is developed. A discussion of numerical stability and choice of increments in the model calculations is given. The simple version of the slope method is found to be too numerically unstable when applied to actual BTC data. The remaining methods are tested against two sets of actual measured BTC data by applying each method several times for different parts of each BTC. The values of coefficient of variation between the results are low for all methods (0.1–1.3% for u0 and 2.7–32% for D0). The agreement between the mean values of the parameters u0 and D0 obtained by using the methods presented in this paper and the parameter values for the same BTC data sets reported by other authors is excellent.


NOTES

Contribution from Hiroshima Univ., Univ. of Aalborg, and the Danish Technical Res. Council.

Received for publication July 8, 1988.


This article has been cited by other articles:


Home page
Soil Sci.Home page
J.N. Shaw, L.T. West, D.E. Radcliffe, and D.D. Bosch
Preferential Flow and Pedotransfer Functions for Transport Properties in Sandy Kandiudults
Soil Sci. Soc. Am. J., March 1, 2000; 64(2): 670 - 678.
[Abstract] [Full Text]




HOME HELP FEEDBACK SUBSCRIPTIONS ARCHIVE SEARCH TABLE OF CONTENTS
The SCI Journals Agronomy Journal Crop Science
Vadose Zone Journal Journal of Plant Registrations
Journal of Natural Resources
and Life Sciences Education
Journal of
Environmental Quality
Copyright © 1989 by the Soil Science Society of America.