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壳聚糖改性钠基膨润土稳定剂对重金属污染底泥的处理
引用本文:刘丁玮, 王春荣, 赵明川, 韩璐瑞, 韩善萌, 柯述, 韩港胜, 董滨, 李攀. 壳聚糖改性钠基膨润土稳定剂对重金属污染底泥的处理[J]. 环境工程学报, 2022, 16(12): 3906-3915. doi: 10.12030/j.cjee.202208068
作者姓名:刘丁玮  王春荣  赵明川  韩璐瑞  韩善萌  柯述  韩港胜  董滨  李攀
作者单位:1.中国矿业大学 (北京) 化学与环境工程学院,北京 100083; 2.同济大学环境科学与工程学院,上海 200082
基金项目:国家重点研发计划项目(2020YFC1908703-02);
摘    要:
为有效处理重金属污染的疏浚底泥并验证重金属稳定剂的稳定性,采用重金属稳定化的方法,以Cu2+、Zn2+、Cd2+单一和复合重金属污染的疏浚底泥为研究对象,以壳聚糖改性后的钠基膨润土为稳定剂,在不同稳定剂投加量、pH和液固比的条件下,对污染底泥进行稳定化处理,并采用毒性特征沥滤方法 (TCLP) 和BCR连续提取法对稳定化效果进行分析与评价。结果表明:经过壳聚糖改性后的钠基膨润土稳定重金属的能力显著提高,在投加量为5%时,对Cu2+、Zn2+、Cd2+单一重金属污染底泥便可达到较高的稳定化率;聚糖改性钠基膨润土稳定剂 (NaBent-CTS) 处理Cu2+、Zn2+、Cd2+单一重金属污染底泥的最佳投加量为5%~7%,pH为6~7,液固比为1.3:1~1.7:1;NaBent-CTS处理Cu2+、Zn2+、Cd2+复合重金属污染底泥的最佳投加量为5%、pH为7、液固比为1.5:1,稳定化率分别达到75.95%、73.71%和59.00%;NaBent-CTS处理复合重金属污染底泥时重金属存在竞争吸附,由强到弱排列顺序为Cu2+>Zn2+>Cd2+;经NaBent-CTS稳定化处理14 d后,可氧化态和残渣态占比显著提高,稳定性能佳。NaBent-CTS对Cu2+、Zn2+、Cd2+单一和复合重金属污染底泥具有较好的稳定效果。该研究结果可为重金属污染疏浚底泥的稳定化处理提供相关参考。

关 键 词:壳聚糖   钠基膨润土   稳定剂   重金属   底泥
收稿时间:2022-08-10

Treatment of heavy metal polluted sediment with chitosan modified Na-bentonite stabilizer
LIU Dingwei, WANG Chunrong, ZHAO Mingchuan, HAN Lurui, HAN Shanmeng, KE Shu, HAN Gangsheng, DONG Bin, LI Pan. Treatment of heavy metal polluted sediment with chitosan modified Na-bentonite stabilizer[J]. Chinese Journal of Environmental Engineering, 2022, 16(12): 3906-3915. doi: 10.12030/j.cjee.202208068
Authors:LIU Dingwei  WANG Chunrong  ZHAO Mingchuan  HAN Lurui  HAN Shanmeng  KE Shu  HAN Gangsheng  DONG Bin  LI Pan
Affiliation:1.School of Chemical and Environmental Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; 2.College of Environmental Science and Engineering, Tongji University, Shanghai 200082, China
Abstract:
In order to effectively treat the dredged sediment polluted by heavy metals and verify the stability of heavy metal stabilizer, a type of heavy metal stabilization method with the stabilizer of the Na-bentonite modified by chitosan was adopted, the dredged sediment polluted by single and complex heavy metals Cu2+, Zn2+ and Cd2+ was taken as the research object to perform the stabilizing treatment under the conditions of different stabilizer dosage, pH and liquid-solid ratio. Toxicity characteristic leaching method (TCLP) and BCR continuous extraction method were used to analyze and evaluate the stabilization effect. The results showed that the ability of Na-bentonite modified by chitosan to stabilize heavy metals increased significantly. When the dosage of sodium bentonite modified by chitosan was 5%, the sediment contaminated by single heavy metal of Cu2+, Zn2+ or Cd2+ could reach a high stabilization rate. The optimal dosage of Na-bentonite stabilizer (NaBent-CTS) treating contaminated sediments by Cu2+, Zn2+ and Cd2+ alone was 5%~7%, pH was 6~7 and the liquid-to-solid ratio was 1.3:1~1.7:1. The optimal dosage of NaBent-CTS treating contaminated sediment by Cu2+, Zn2+ and Cd2+ composite heavy metals was 5%, pH was 7 and liquid-to-solid ratio was 1.5:1, and the stabilization rates were 75.95%, 73.71% and 59.00%, respectively. The competitive adsorption of heavy metals occurred in NaBent-CTS treatment process, and the corresponding competitive order from strong to weak was Cu2+>Zn2+>Cd2+. After 14 days of NaBent-CTS stabilization treatment, the proportions of oxidizable state and residue state for heavy metals increased significantly, and heavy metal stability was good. NaBent-CTS has good stabilization effects on sediment polluted by single and complex heavy metals of Cu2+, Zn2+ and Cd2+. The results can provide a relevant reference for the stabilization treatment of dredged sediment polluted by heavy metals.
Keywords:chitosan  Na-bentonite  stabilizer  heavy metals  sediment
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