2021
DOI: 10.1080/23249676.2021.1982029
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Diffusion–advection process modeling of organochlorine pesticides in rivers

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Cited by 11 publications
(27 citation statements)
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“…In addition, Cárdenas et al. (2021b) has estimated OCPs maximum utilization coefficients false(kmfalse)$( {{k_m}} )$ for a coupled model including advection‐diffusion, transformation and sorption‐desorption processes by the biofilm in the river bottom for eight OCPs dissolved in water obtaining the mean values in the order between 10 0 –10 1 μg OCPs/μg VSS.day, being close to those found by Freytez et al. (2019c), Freytez and Márquez (2021), and Maldonado‐Maldonado et al.…”
Section: Methodsmentioning
confidence: 99%
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“…In addition, Cárdenas et al. (2021b) has estimated OCPs maximum utilization coefficients false(kmfalse)$( {{k_m}} )$ for a coupled model including advection‐diffusion, transformation and sorption‐desorption processes by the biofilm in the river bottom for eight OCPs dissolved in water obtaining the mean values in the order between 10 0 –10 1 μg OCPs/μg VSS.day, being close to those found by Freytez et al. (2019c), Freytez and Márquez (2021), and Maldonado‐Maldonado et al.…”
Section: Methodsmentioning
confidence: 99%
“…It is assumed that the molecular diffusion is isotropic in the unsaturated zone. The analytical solution for the molecular diffusion model derived from a mass balance and the combination of the Fick´s Law is expressed as Equation (10) (Cárdenas et al., 2021b; Márquez et al., 2020, 2021b). SVOCe()z,tbadbreak=()SVOCi4πDtexpfalse(z24Dtfalse)\begin{equation}{\left( {{S_{VOC}}} \right)_e} \left( {z,t} \right) = \frac{{{{\left( {{S_{VOC}}} \right)}_i}}}{{\sqrt {4\pi Dt} }} \exp^{( {\frac{{ - {z^2}}}{{4Dt}}} )} \end{equation}where false(SVOCfalse)e(z,t)${( {{S_{VOC}}} )_e}( {z,t} )$ is the downstream VOC vapor‐phase concentration z$z$, from the fuel leak location into the underground tanks, for a time, t$t$.…”
Section: Methodsmentioning
confidence: 99%
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