木质素阳离子化用于去除污水处理厂废水中的磷酸盐和硝酸盐†。

IF 3.5 Q3 ENGINEERING, ENVIRONMENTAL Environmental science. Advances Pub Date : 2024-09-30 DOI:10.1039/D4VA00312H
Fannyuy V. Kewir, Carlos E. Astete, Divine B. Nde, Jessica R. Eberhard, W. David Constant and Cristina M. Sabliov
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引用次数: 0

摘要

去除污水处理厂(WWTP)排放物中的磷酸盐和硝酸盐对于防止受纳水体受到污染非常重要。在这项研究中,我们用季铵基对碱性木质素(aLN)进行了化学改性,从而获得了可生物降解的阳离子木质素(cLN)。我们对 cLN 进行了表征,并在实验室环境和现场采集的污水处理厂样本中测试了其去除磷酸盐和硝酸盐的功效。我们在水介质中进行了吸附等温线和动力学研究,并调查了几个变量(接触时间、pH 值、初始浓度和吸附剂剂量)的影响。朗缪尔等温线很好地描述了磷酸盐和硝酸盐的吸附,R2 值分别为 0.97 和 0.84,最大吸附容量分别为 0.59 毫克/克-1 和 2 毫克/克-1。对于磷酸盐,数据符合 Freundlich 等温线模型,R2 为 0.95,表明同质和异质吸附剂表面都参与了磷酸盐的吸附。吸附动力学表明,cLN 对磷酸盐和硝酸盐的吸附均能较好地用伪二阶模型来描述,相关系数为 1。此外,还使用二维 Doehlert 矩阵来模拟初始浓度和吸附剂剂量对磷酸盐和硝酸盐去除率的影响。结果表明,cLN 1516 mol% 对低浓度磷酸盐和硝酸盐的去除效果最好。在最佳吸附剂剂量为 10 mg mL-1 的情况下,我们成功地将污水处理厂出水的营养负荷从 0.42 mg L-1 降至 0.18 mg L-1(吸附容量为 0.6 mg g-1)和从 4.1 mg L-1 降至 2.3 mg L-1(吸附容量为 4.5 mg g-1),对应的磷酸盐和硝酸盐去除率分别为 57.7% 和 43.9%。
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Lignin cationization for the removal of phosphates and nitrates from effluents of wastewater treatment plants†

The removal of phosphates and nitrates from wastewater treatment plant (WWTP) effluents is important for preventing pollution of receiving waters. In this study, we chemically modified alkaline lignin (aLN) with quaternary ammonium groups to obtain biodegradable cationic lignin (cLN). We characterized the cLN and tested its efficacy for removing phosphates and nitrates in a lab setting and on field-collected WWTP samples. Adsorption isotherm and kinetic studies were performed in aqueous media, and the effects of several variables (contact time, pH, initial concentration, and adsorbent dose) were investigated. The Langmuir isotherm described phosphate and nitrate adsorption well, with R2 values of 0.97 and 0.84, and maximum adsorption capacities of 0.59 mg g−1 and 2 mg g−1 respectively. For phosphate, the data fit the Freundlich isotherm model with an R2 of 0.95, suggesting that both homogenous and heterogeneous adsorbent surfaces were involved in phosphate adsorption. Adsorption kinetics revealed that both phosphate and nitrate sorption onto cLN was better described by the pseudo-second-order model, with a correlation coefficient of 1. Furthermore, a 2-dimension Doehlert matrix was used to model the effect of initial concentration and adsorbent dose on the phosphate and nitrate removal. The results showed that cLN 1516 mol% was most effective for low phosphate and nitrate concentrations. With an obtained optimum adsorbent dose of 10 mg mL−1, we achieved a successful reduction of nutrient loads of WWTP effluent from 0.42 mg L−1 to 0.18 mg L−1 (adsorption capacity of 0.6 mg g−1) and from 4.1 mg L−1 to 2.3 mg L−1 (adsorption capacity of 4.5 mg g−1), corresponding to the removal of 57.7% and 43.9% for phosphates and nitrates respectively.

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