Rj. Xie et al., SIMULATING THE EFFECT OF ADSORPTION PARAMETERS ON DECONTAMINATION IN A BULLY STIRRED REACTOR SYSTEM - MASS-BALANCE APPROACH, Journal of environmental science and health. Part A: Environmental science and engineering, 29(5), 1994, pp. 983-1004
Studies of contaminant transport in a reactor using the classical disp
ersion equation (CDE) often simplified or neglected the reaction of th
e contaminant with the stationary phase. This study was an effort to s
imulate reactive contaminant transport in saturated and fully stirred
reactor system, in which dispersion is negligible, using a model devel
oped on the basis of mass balance with fixed flux, and to investigate
the effect of solute adsorption parameters on the breakthrough curve (
BTC) and on solute accumulative in the output effluent. The Freundlich
adsorption isotherm [Gamma(t)=wkC(t)(b), where, Gamma(t) is solute ad
sorption per unit of volume of the media during time t (for complete a
bbreviations and units, please see appendix), C-t is the mean concentr
ation of the solute in the output effluent corresponding to time t, an
d k and b (0<b less than or equal to l) are coefficients] was incorpor
ated into the model. It was shown that as the value of b or k increase
d, the rate at which C-t of the output effluent approached the maximum
value declined. The calculated solute accumulation in the output effl
uent varied inversely with values of b while the reverse was true with
the values of F. This resulted from greater amount of contaminant ret
ention by the media of higher adsorption capacity. The output of the s
imulation suggests that quality of the output effluent of a wastewater
treatment facility can be accurately related to flux, characteristics
of the media and the wastewater being treated. The model was develope
d using b values of 0, 0.5, and 1, as any b value can be changed to 0,
0.5 or 1 after transformation of the adsorption isotherms. The model
may not be suitable for describing contaminant transport in unsaturate
d and not stirred reactor, or in cases where the solute dispersion eff
ect can not be neglected.