“…The sorption behavior in batch and column studies has been found to be in agreement in some studies (Bond and Phillips, 1990;Gaber et al;1992;Hanna et al, 2009). Miller et al (1989 showed however higher distribution coefficients for column methods.…”
Section: Relevance Of the Difference Between Batch And Column Experimsupporting
“…The sorption behavior in batch and column studies has been found to be in agreement in some studies (Bond and Phillips, 1990;Gaber et al;1992;Hanna et al, 2009). Miller et al (1989 showed however higher distribution coefficients for column methods.…”
Section: Relevance Of the Difference Between Batch And Column Experimsupporting
“…A leftward shift of the BTCs with increasing velocity has also been observed by others (van Genuchten et al 1974;Lee et al 1988;Gamerdinger et al 1990;Gaber et al 1992;Bouchard et al 1988;among others). This was interpreted as a reflection of the existence of inactive sorption sites at short residence times (van Genuchten et al 1974) or as an indication of the existence of extreme nonequilibrium conditions during transport (Brusseau and Rao 1989).…”
Section: Effects Of Experimental Conditionssupporting
confidence: 81%
“…Several studies have reported discrepancies between the K values of organic compounds determined by batch and column techniques. In most cases, the batch-determined values were higher than their column-determined counterparts (Bilkert and Rao 1985;Celorie et al 1989;Gaber et al 1992;Piatt et al 1996;Maraqa et al 1998Maraqa et al , 2011Maraqa 2001a;Thorbjarnarson and Mackay 1994b;MacIntyre et al 1991;Carmichael et al 1999;Bouchard et al 1988;Perillo et al 1998;Thomsen et al 1999;Kazemi et al 2008;Hanna et al 2012). The level of discrepancy between the batch-and column-determined K varies from slight differences (Bouchard et al 1988;Celorie et al 1989;Maraqa et al 1998;Maraqa 2001a) to differences that reached orders of magnitude (Piatt et al 1996).…”
Section: Relevance To Previous Studiesmentioning
confidence: 88%
“…For the column method, K is calculated from the retardation factor, which is typically determined either by moment analysis of breakthrough curves (BTCs) (Thorbjarnarson and Mackay 1994a;Piatt et al 1996;Maraqa et al 1998;Maraqa 2001a) or by curve fitting a transport model to the breakthrough data. Both equilibrium (Gaber et al 1992) and nonequilibrium (Ptacek and Gillham 1992; Thorbjarnarson and Mackay 1994b;Maraqa et al 1998;Pot et al 2005;Dousset et al 2007;Maraqa et al 2011) transport models have been used for such a purpose, but the latter are more appropriate to use in many situations (Brusseau and Rao 1989).…”
Several sorption nonequilibrium models have been developed to gain a better understanding of solute transport in porous media, among which are those that assume a single-rate behavior. In this study, two commonly used single-rate models were fitted to computer-simulated breakthrough data from hypothetical column experiments in which multirate sorption kinetics exist at the pore scale. The objective was to determine how the sorption distribution coefficient (K ) predicted using these models depends on the conditions under which the data were obtained. Simulated cases covered a range of experimental conditions and involved compounds with different sorption characteristics and different degrees of sorption rate heterogeneity. Results revealed that, for a system with a multirate sorption behavior, the true K value is under-predicted if the parameter estimation is determined by curve fitting a single-rate model. The extent of deviation between the fitted and true K increases with the decrease in residence time and increase in sorption rate heterogeneity. Functional relationships were developed between the relative reduction in K and solute residence time. Analysis using the relationships developed suggests that a major potential cause of the previously reported discrepancy between batch-and column-determined K could be attributed to the use of single-rate models for parameter prediction.
“…Valores diferentes de K d têm sido obtidos, quando se mantêm as condições experimentais, variando, apenas, a velocidade da água nos poros (Gaber et al, 1992;Chen & Wagenet, 1997;Beigel & Pietro, 1999).…”
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