Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
7044399 | Separation and Purification Technology | 2014 | 8 Pages |
Abstract
The membrane structures are damaged and their performances are reduced after the erosion of HCl-FeCl2, which are mainly attributed to the loss of -N+(CH3)3Brâ and -OH groups. The weight loss percent is in the range of 10-21%, the ion exchange capacity decreases but the swelling degree increases. The dialysis coefficient of HCl (UH-1) and separation factor (S1) reduce to 0.006-0.010 m hâ1 and 13.9-15.5 for commercial membranes, and 0.016-0.024 m hâ1 and 33.2-47.6 for QPPO/PVA membranes, correspondingly. Besides, the membranes without erosion are used to separate organic solution containing HCl and glyphosate. The UH-2 is in the range of 0.0040-0.0062 m hâ1 for commercial membranes, and 0.0094-0.0104 m hâ1 for QPPO/PVA membranes. The UH-2 values are generally stable within 10 h, and the acid concentration in the feed side decreases from 5.82 to 3.16 mol Lâ1. Hence, the QPPO/PVA membranes can be potentially applied in DD process to recover acid from organic solution containing HCl and glyphosate.
Related Topics
Physical Sciences and Engineering
Chemical Engineering
Filtration and Separation
Authors
Fulin Mao, Gencheng Zhang, Jingjing Tong, Tongwen Xu, Yonghui Wu,