使用酒石酸改性稻壳生物炭去除氟:间歇式和柱式综合研究

Poornima G. Hiremath , Madhu Chennabasappa , Mallik C. , Thejashree V.
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引用次数: 0

摘要

酒石酸改性稻壳生物炭(TARH)被评估为一种高效、经济的吸附剂,可消除水溶液中的氟离子(F¯)。氟是地下水中的主要污染物,目前的传统处理方法在处理较高浓度的氟时存在一定缺陷。通过使用酒石酸(有机酸)对稻壳生物炭进行预处理,提高了 TARH 的吸附效率,FT-IR 测量证实了这一点,表明其表面存在羧酸、羟基和胺官能团。研究采用响应面方法学(RSM)中的中央复合设计(CCD),通过考虑影响吸附的参数,包括 pH 值、接触时间、初始浓度和吸附剂用量,对氟化物批量吸附实验进行了优化。在理想情况下(初始氟浓度为 32 毫克/升,pH 值为 7,吸附剂用量为 0.25 克/100 毫升,接触时间为 180 分钟),TARH 对氟的吸附率最高,达到 74.73%。CCD 模型在氟吸附方面的 R2 值高达 0.988,说明了其有效性。可视化三维响应面图分析了控制参数对吸附率的影响,统计分析证明了 CCD 模型的有效性。研究了等温线模型和吸附动力学。根据 Langmuir 等温线模型,吸附表现为单层吸附,由于化学吸附作用,吸附过程出现了伪二阶限速阶段。针对不同的实验因素,如进水氟化物浓度(4-16 ppm)、进水流速(4-8 mL/min)和固定床深度(4-8 cm),进行了柱吸附研究。使用 Yo-Nelson、Thomas 和 BDST 模型对实验数据进行了检验,结果表明实验结果与模型预测之间存在很大的相关性。通过再生研究检验了 TARH 的有效性,并进行了案例研究,以评估实际水样中氟化物的去除情况。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fluoride removal using tartaric acid-modified rice husk biochar: Comprehensive batch and column studies

Tartaric Acid-modified Rice Husk biochar (TARH) was evaluated as an efficient and cost-effective adsorbent to eliminate Fluoride (F¯) ions from aqueous solutions. F¯ is a major contaminant in groundwater, and current conventional treatment methods have certain drawbacks in treating higher concentrations of fluoride. The adsorption efficiency of TARH was improved by pre-treating rice husk biochar using tartaric acid (organic acid), which was confirmed by FT-IR measurement, indicating the presence of carboxylic acids, hydroxyl groups, and amine surface functional groups. The study optimized fluoride batch adsorption experiments by considering the parameters affecting adsorption, including pH, contact time, initial concentration, and adsorbent dosage using the Central Composite Design (CCD) from Response Surface Methodology (RSM). Maximum fluoride adsorption of 74.73% was attained by TARH under ideal circumstances (an initial fluoride concentration of 32 mg/L, a pH of 7, 0.25 g/100 mL of adsorbent dosage, and 180 minutes contact duration). The CCD models showed an exceptional R2 value of 0.988 for fluoride adsorption, illustrating their efficacy. Three-dimensional response surface plots were visualized to analyse the effects of control parameters on %adsorption, and statistical analysis supported the validity of the CCD model. Isotherm models and adsorption kinetics were investigated. The adsorption exhibited monolayer adsorption according to the Langmuir isotherm model and a pseudo-second-order rate-limiting phase due to chemisorption. The column adsorption studies were performed for various experimental factors such as influent fluoride concentration (4–16 ppm), influent flow rate (4–8 mL/min), and fixed-bed depth (4–8 cm). The experimental data were examined using the Yoon-Nelson, Thomas, and BDST models, which revealed a substantial correlation between the experimental findings and model predictions. The effectiveness of TARH was examined by regeneration study and case study was performed to evaluate the fluoride removal from actual water samples.

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