Environmental Engineering Program, Department of Civil Engineering, 238 Harbert Engineering Center, Auburn University, Auburn, AL 36849, USA.
Water Res. 2011 Feb;45(5):1961-72. doi: 10.1016/j.watres.2011.01.004. Epub 2011 Jan 15.
Ion exchange (IX) is considered by US EPA as one of the best available technologies for removing arsenic from drinking water. However, typical IX processes will generate large volumes of arsenic-laden regenerant brine that requires costly further handling and disposal. This study aimed to develop an engineered strategy to minimize the production and arsenic leachability of the process waste residual. We prepared and tested a new class of starch-bridged magnetite nanoparticles for removal of arsenate from spent IX brine. A low-cost, "green" starch at 0.049% (w/w) was used as a stabilizer to prevent the nanoparticles from agglomerating and as a bridging agent allowing the nanoparticles to flocculate and precipitate while maintaining their high arsenic sorption capacity. When applied to a simulated spent IX brine containing 300 mg/L As and 6% (w/w) NaCl, nearly 100% removal of arsenic was achieved within 1 h using the starch-bridged nanoparticles at an Fe-to-As molar ratio of 7.6, compared to only 20% removal when bare magnetite particles were used. Increasing NaCl in the brine from 0 to 10% (w/w) had little effect on the arsenic sorption capacity. Maximum uptake was observed within a pH range of 4-6. The Langmuir capacity coefficient was determined to be 248 mg/g at pH 5.0. The final treatment sludge was able to pass the TCLP (Toxicity Characteristic Leaching Procedure) based leachability of 5 mg/L as As.
离子交换(IX)被美国环保署认为是去除饮用水中砷的最佳可行技术之一。然而,典型的 IX 工艺会产生大量含砷的再生盐水,需要昂贵的进一步处理和处置。本研究旨在开发一种工程策略,以最小化工艺废物残余物的产生和砷浸出率。我们制备并测试了一类新的淀粉桥联磁铁矿纳米粒子,用于去除废 IX 盐水中的砷酸盐。使用一种低成本的“绿色”淀粉(0.049%(w/w))作为稳定剂,防止纳米粒子团聚,并作为桥联剂,允许纳米粒子絮凝和沉淀,同时保持其高砷吸附能力。当应用于含有 300 mg/L As 和 6%(w/w)NaCl 的模拟废 IX 盐水时,在 Fe 与 As 的摩尔比为 7.6 的情况下,使用淀粉桥联纳米粒子在 1 h 内几乎可以实现 100%的砷去除率,而使用裸磁铁矿颗粒时仅去除了 20%。将盐水中的 NaCl 从 0 增加到 10%(w/w)对砷的吸附能力几乎没有影响。在 pH 值为 4-6 的范围内观察到最大吸附量。在 pH 值为 5.0 时,确定的 Langmuir 容量系数为 248 mg/g。最终处理污泥能够通过 TCLP(毒性特征浸出程序)基于 5 mg/L 作为 As 的浸出性。