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RESEARCH ARTICLE

Transport of bromide in the Bainsvlei soil: Field experiment and deterministic/stochastic model simulation. II. Intermittent water application

Ketema Tilahun A C , J. F. Botha A and A. T. P. Bennie B
+ Author Affiliations
- Author Affiliations

A Institute for Groundwater Studies, The University of the Free State, PO Box 339, Bloemfontein 9300, Republic of South Africa.

B Department of Soil, Crop, and Climate Sciences, The University of the Free State, PO Box 339, Bloemfontein 9300, Republic of South Africa.

C Corresponding author. Present address: Alemaya University, PO Box 138, Dire Dawa, Ethiopia. Email: ketematilahun@yahoo.com

Australian Journal of Soil Research 43(1) 81-85 https://doi.org/10.1071/SR03015
Submitted: 29 January 2003  Accepted: 20 September 2004   Published: 14 February 2005

Abstract

Despite the fact that non-uniform soil water content and variable input water fluxes are usually encountered in the field, tracer experiments have usually been carried out under steady-state conditions. The objective of this study was to analyse solute transport in a Bainsvlei soil under intermittent water application using Br as a tracer. Sprinkler was used to apply water on a plot 200 by 200 cm. Soil core samples were taken every 20 cm to a depth of 160 cm several times during the experiment.

The soil Br concentration data were fitted to the steady-state convection–dispersion analytical model in the CXTFIT package. The average coefficients of determination yielded by this fit (r2 = 0.810) clearly support that the data could be analysed successfully with CXTFIT. The average pore-water velocity of 1.72 cm/day and average dispersion coefficient of 26.19 cm2/day determined from this fit are lower than the fitted values of the steady-state experiments. The Br moved slower under the intermittent application of water than in the steady case, a conclusion supported by the deeper location of Br peaks under continuous application than intermittent application after the same amount of water is applied.

Additional keywords: convection–dispersion equation, cumulative drainage, CXTFIT.


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