Article ID Journal Published Year Pages File Type
7044399 Separation and Purification Technology 2014 8 Pages PDF
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)3Br− 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 h−1 and 13.9-15.5 for commercial membranes, and 0.016-0.024 m h−1 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 h−1 for commercial membranes, and 0.0094-0.0104 m h−1 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 L−1. 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
, , , , ,