Abstract:A theoretical solution suitable for the variable concentration of contaminant and seepage velocity with time was deduced using an analytical solution for steady-state situation. The proposed model was verified by comparing with the analytical solution in the case of steady state. Analytical results indicated that the calculation precision increases with the decrease of the interval of discrete time. A typical case showed that retardation factor had an obvious influence on the adsorption effect of contaminant. For example, when absorption factor was 1.7 and desorption factor was 1, the rate of adsorbed contaminant within porous medium could reach 30%. Moreover, the adsorption capacity of porous medium increased with the increase of the difference between adsorption factor and desorption factor. The peak value of the breakthrough curve of contaminant decreased with the increase of adsorption factor, and its occurrence time was relatively lagged. The degree of dispersion had little effect on the adsorption capacity, but had an apparent influence on the shapes of penetration curves.
郭志光, 白冰. 浓度及渗流速度变化时污染物运移过程的求解[J]. 中国环境科学, 2017, 37(2): 613-619.
GUO Zhi-guang, BAI Bing. A solution for the migration process of contaminant in porous media considering the variation of concentration and seepage velocity. CHINA ENVIRONMENTAL SCIENCECE, 2017, 37(2): 613-619.
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