地下水污染,土-膨润土泥浆墙,活性炭,渗透性能,兼容性能
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,"/> <span>活性炭改性土-膨润土泥浆墙阻隔苯酚污染地下水</span>

吉林大学学报(地球科学版) ›› 2023, Vol. 53 ›› Issue (1): 251-260.doi: 10.13278/j.cnki.jjuese.20210235

• 地质工程与环境工程 • 上一篇    下一篇

活性炭改性土-膨润土泥浆墙阻隔苯酚污染地下水

李琴1, 贾卓2,黎建刚1,唐红梅1,詹聪1, 赵勇胜3,4   

  1. 1.江西省科学院能源研究所, 南昌330096

    2.南昌大学工程建设学院,南昌330000

    3.吉林大学新能源与环境学院, 长春130021

    4.吉林大学石油化工污染场地控制与修复技术国家地方联合工程实验室, 长春130021

  • 收稿日期:2021-07-29 出版日期:2023-01-26 发布日期:2023-04-11

Cutoff Phenol Polluted Groundwater with Activated Carbon Modified Soil-Bentonite Slurry Wall

Li Qin1, Jia Zhuo2, Li Jiangang1, Tang Hongmei1, Zhan Cong1, Zhao Yongsheng3,4   

  1. 1. Institue of Energy Research, Jiangxi Academy of Sciences, Nanchang 330096, China

    2. School of Infrastructure Engineering, Nanchang University, Nanchang 330000, China

    3. College of New Energy and Environment, Jilin University, Changchun 130021, China

    4. National and Local Joint Engineering Laboratory for Petrochemical Contaminated Site Control and Remediation Technology, Jilin University, Changchun 130021, China

  • Received:2021-07-29 Online:2023-01-26 Published:2023-04-11

摘要:

为了增加土-膨润土泥浆墙回填材料对污染物的阻滞性能,本文采用活性炭对其进行改性。通过坍落度和土柱实验研究了添加活性炭对土-膨润土泥浆墙施工和易性、渗透性和兼容性能的影响,明确了活性炭添加量对泥浆墙渗透性和兼容性的作用规律。实验结果显示,满足泥浆墙墙体材料施工和易性要求的含水率范围随着活性炭质量分数增加而增大。活性炭质量分数为2%~10%的改性土-膨润土泥浆墙墙体材料渗透系数均小于1.0×10-7cm/s,满足垂直阻隔墙渗透系数要求。当活性炭质量分数≤2%时,活性炭的添加对墙体材料与苯酚溶液的兼容性能没有影响;随着活性炭质量分数的增大,苯酚对其不利影响加剧。当活性炭质量分数增大至10%时,活性炭改性土-膨润土泥浆墙不适用于苯酚污染地下环境。


关键词: 地下水污染')">

地下水污染, 土-膨润土泥浆墙, 活性炭, 渗透性能, 兼容性能

Abstract:

In order to increase the retardance of soil-bentonite slurry wall backfill materials to pollutants, activated carbon was used to modify it. Through slump test and simulation column experiments, the influence of activated carbon (AC) addition on the workability, permeability and compatibility of soil-bentonite slurry wall were studied, and the effect law of AC addition on the permeability and compatibility was clarified. The results indicated that the water content required to achieve a target slump increased with the AC content. The hydraulic conductivities of soil-bentonite slurry wall materials with 2%-10% AC were less than 1.0×10-7   cm/s, which met the requirement of hydraulic conductivity of vertical cut-off wall. When the content of AC was less than 2%, the addition of AC had no effect on the compatibility of the barrier materials with phenol solution. With the increase of the amount of AC, the adverse effect of phenol solution on the barrier materials was intensified. When the content of AC increased to 10%, the AC modified soil-bentonite slurry wall wasn not suitable for phenol contaminated groundwater environment.


Key words: polluted groundwater, soil-bentonite slurry wall, activated carbon, permeability, compatibility 

中图分类号: 

  • P66
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