《Table 4–Parameters fitted by Langmuir and Freundlich models.》

《Table 4–Parameters fitted by Langmuir and Freundlich models.》   提示:宽带有限、当前游客访问压缩模式
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《One-step preparation of polyimide-inlaid amine-rich porous organic block copolymer for efficient removal of chlorophenols from aqueous solution》


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River water contains various inorganic and organic pollutants such as heavy metal ions,dyes,phenols,etc.In the natural adsorption process of a target contaminant,these pollutants compete with the adsorbate,which may reduce the adsorption capacity(Fukuhara et al.,2006;Nam et al.,2014).The capacities of 2,4-DCP adsorption by ARPOP and PI-b-ARPOP in river water are plotted in Fig.10a,and the linear fitting curves and parameters of the Langmuir model are shown in Fig.10b.Compared with the results of adsorption experiments in ultra-pure water(Fig.8 and Table 4),the adsorption amounts in river water were slightly lowered.In detail,the qmaxvalues for MA/TA(4/4),MA/TA/PMDA(4/3/1),MA/TA/PMDA(4/2/2)and MA/TA/PMDA(4/1/3)decreased from 188.70 mg/g240.96 mg/g,282.49 mg/g and 220.26 mg/g to 185.19 mg/g234.74 mg/g,277.78 mg/g and 213.68 mg/g,respectively.This implied that the micropollutants in river water partly competed with 2,4-DCP in the adsorption process.Hence the results show that PI-b-ARPOP can be successfully applied in the practical treatment of chlorophenols in natural wastewater.