He Haijie, Wu Tao, Shu Xiaole, Chai Kuan, Qiu Zhanhong, Wang Shifang, Yao Jun
College of Civil and Architectural Engineering, Taizhou University, Taizhou 318000, China.
College of Civil and Architectural Engineering, Zhejiang University, Hangzhou 310000, China.
Materials (Basel). 2023 Feb 1;16(3):1255. doi: 10.3390/ma16031255.
Adding organically modified bentonite into impervious wall materials may improve the adsorption of organic pollutants. In this study, cetyltrimethylammonium bromide organically modified bentonite (CTMAB bentonite) was mixed with sodium bentonite and kaolin to obtain two materials, which were then used as cut-off walls for typical pollutants. Soil column consolidation tests, diffusion tests, and breakdown tests were conducted to study migration of organic pollutants in soil columns. The parameter sensitivity of pollutant transport in the cut-off wall was analysed by numerical simulation. The sodium bentonite mixed with 10% CTMAB bentonite and kaolin-CTMAB bentonite showed the greatest impermeability: with a consolidation pressure of 200 kPa, the permeability coefficients were 1.03 × 10 m/s and 3.49 × 10 m/s, respectively. The quantity of phenol adsorbed on sodium bentonite-CTMAB bentonite increased with increasing water head height. The kaolin-CTMAB bentonite column showed the best rhodamine B adsorption performance, and the adsorption rate reached 98.9% on day 67. The numerical results showed that the permeability coefficient was positively correlated with the diffusion of pollutants in the soil column. The quantity adsorbed on the soil column was positively correlated with the retardation factor, and the extent of pollutant diffusion was negatively correlated with the retardation factor. This study provides a technical means for the optimal design of organic pollutant cut-off walls.
在防渗墙材料中添加有机改性膨润土可能会提高对有机污染物的吸附能力。在本研究中,将十六烷基三甲基溴化铵有机改性膨润土(CTMAB膨润土)与钠基膨润土和高岭土混合,得到两种材料,然后将其用作典型污染物的防渗墙。进行了土柱固结试验、扩散试验和破坏试验,以研究有机污染物在土柱中的迁移情况。通过数值模拟分析了防渗墙中污染物运移的参数敏感性。与10%CTMAB膨润土混合的钠基膨润土和高岭土-CTMAB膨润土表现出最大的防渗性:在固结压力为200kPa时,渗透系数分别为1.03×10 m/s和3.49×10 m/s。钠基膨润土-CTMAB膨润土对苯酚的吸附量随水头高度的增加而增加。高岭土-CTMAB膨润土柱对罗丹明B的吸附性能最佳,在第67天吸附率达到98.9%。数值结果表明,渗透系数与污染物在土柱中的扩散呈正相关。土柱上的吸附量与阻滞因子呈正相关,污染物扩散程度与阻滞因子呈负相关。本研究为有机污染物防渗墙的优化设计提供了技术手段。