Department of Civil and Environmental Engineering, University of Nevada, Las Vegas, NV, USA.
J Hazard Mater. 2011 Apr 15;188(1-3):399-407. doi: 10.1016/j.jhazmat.2011.01.117. Epub 2011 Feb 22.
Brine disposal is a serious challenge of arsenic (V) removal from drinking water using ion-exchange (IX). Although arsenic removal with ferric chloride (FeCl(3)) from drinking waters is well documented, the application of FeCl(3) to remove arsenic (V) from brines has not been thoroughly investigated. In contrast to drinking water, IX brines contain high ionic strength, high alkalinity, and high arsenic concentrations; these factors are known to influence arsenic removal by FeCl(3). Surface complexation modeling and experimental coagulation tests were performed to investigate the influence of ionic strength, pH, Fe/As molar ratios, and alkalinity on the removal of arsenic from IX brines. The model prediction was in good agreement with the experimental data. Optimum pH range was found to be between 4.5 and 6.5. The arsenic removal efficiency slightly improved with higher ionic strength. The Fe/As ratios needed to treat brines were significantly lower than those used to treat drinking waters. For arsenic (V) concentrations typical in IX brines, Fe/As molar ratios varying from 1.3 to 1.7 were needed. Sludge solid concentrations varying from 2 to 18 mg L(-1) were found. The results of this research have direct application to the treatment of residual wastes brines containing arsenic.
盐水处理是利用离子交换(IX)去除饮用水中砷(V)的一个严重挑战。虽然氯化铁(FeCl(3))从饮用水中去除砷已有充分的记录,但 FeCl(3) 应用于去除盐水中的砷(V)尚未得到彻底研究。与饮用水不同,IX 盐水含有高离子强度、高碱性和高砷浓度;这些因素已知会影响 FeCl(3) 对砷的去除。进行了表面络合模型和实验混凝试验,以研究离子强度、pH 值、Fe/As 摩尔比和碱度对从 IX 盐水中去除砷的影响。模型预测与实验数据吻合良好。发现最佳 pH 值范围在 4.5 到 6.5 之间。随着离子强度的增加,砷的去除效率略有提高。处理盐水所需的 Fe/As 比明显低于处理饮用水所需的比例。对于 IX 盐水中典型的砷(V)浓度,需要的 Fe/As 摩尔比在 1.3 到 1.7 之间。发现污泥固体浓度在 2 到 18 mg/L 之间变化。这项研究的结果直接适用于处理含有砷的残余废物盐水。