Abstract:
A mathematical model was developed to simulate nitrate mass transport and transformations
in soil during continuous application of reclaimed water in a laboratory scale soil column. The
coupled material balance equations for both'ammonia nitrogen (NH3-N) and nitrate nitrogen
(NO/ -N) on the total soil volume were solved to simulate the NOf-N concentrations with
time along the soil depth. The model is one-dimensional and based on the Galerkin technique
of the Finite Element Method. It incorporates convection-dispersion processes of NH3-N and
N 03-N, nitrification, denitrification and adsorption of ammonium on to soil grains. The
adsorption of ammonium was assumed to be represented by the linear form of Freundlich
isotherm. The accuracy and validity of the developed model were examined by comparing the
simulated data with the experimental data. Optimization of the first order rate constants for
nitrification (kt) and denitrification (k^) was conducted by varying both and k2 within a wide
range until the simulated N 0 3'-N concentrations fit properly with the corresponding measured
values. The optimum kt and k2 are 0.188 d'1 and 0.0248 d'1, respectively. A sensitivity analysis
on the kinetics of nitrate dynamics showed that the concentration of belowground nitrate is
largely affected by the flow velocity (v), D, kj and k2.
