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1.
为了研究一种高效的多种重金属污染土壤修复剂,本文采用了一种具有OH-缓释功能的改性Mg（OH）2,通过重金属污染土壤稳定化修复实验,探讨了改性Mg（OH）2对污染土壤中多种重金属（Pb、Cd、Cu、Zn）的稳定效率及对多种重金属形态分布的影响。结果表明,投加改性Mg（OH）2对土壤中多种重金属均有稳定作用,对Pb、Cd、Cu、Zn的稳定效率分别为72.42%、34.53%、87.64%和97.65%,且改性Mg（OH）2的投加使重金属交换态质量明显减少、残渣态质量增加,进一步提高了重金属的稳定性,降低了重金属生物有效性;另外,改性Mg（OH）2具有OH-缓释性,可使土壤长期保持一定的碱性,是一种经济有效的土壤修复剂。 相似文献
2.
Surfactant-enhanced remediation of contaminated soil: a review 总被引：48，自引：0，他引：48
Extracting aqueous solutions with or without additives are employed to solubilize contaminants in soil. Since water solubility is the controlling removing mechanism, additives are used to enhance efficiencies. These additives can reduce the time to treat a site compared to the use of water alone. Additives must be of low toxicity and biodegradable. The research in this area has focussed mainly on halogenated volatile organic compounds (VOCs) and is still quite limited for metal removal. Additives include surfactants, organic and inorganic acids, sodium hydroxide, which can dissolve organic soil matter, water-soluble solvents such as methanol, displacement of cations with nontoxic ones, complexing agents such as EDTA, acids in combination with complexing agents or oxidizing/reducing agents. Cationic, anionic and nonionic surfactants are particularly used for soil washing or flushing. They contain both hydrophobic and hydrophilic portions, making them ideal for solubilization of hydrophobic compounds. Numerous studies have indicated that surfactants enhance recoveries of non-aqueous phase liquids (NAPLs). There have also been indications that pretreatment of soil with surfactant washing to solubilize hydrophobic compounds such as PAHs enhances biodegradation of these contaminants. A few in situ field studies have been performed with surfactants. Large-scale treatment has been done mostly for organic removal. Soil pH, soil type, cation exchange capacity (CEC), particle size, permeabilities and contaminants all affect removal efficiencies. High clay and organic matter contents are particularly detrimental. Understanding the chemistry of the binding of the contaminant and the hydrogeology of the site are very important. Once the water is pumped from the soil, it must be extracted and then treated to remove the hydrocarbons and metals. Several technologies exist such as sodium hydroxide or sodium sulfide precipitation, ion exchange, activated carbon adsorption, ultrafiltration, reverse osmosis, electrodialysis and biological processes. Recycling of the surfactants is desired to decrease treatment costs.
This paper will provide an overview of the laboratory research, field demonstration and full-scale application of surfactants for the remediation of contaminated soil. The majority of pilot scale in situ flushing tests, particularly in the United States, have involved the use of surfactants and co-solvents. There are only a few full-scale projects however. Recent laboratory scale efforts by the authors concerning the use of biosurfactants, biologically produced surfactants, to enhance the removal of copper, cadmium and zinc from contaminated soils and sediments are discussed. Three types of biosurfactants were evaluated for their effectiveness. They included a lipopeptide called surfactin from Bacillus subtilis, a rhamnolipid from Pseudomonas aeruginosa and a sophorolipid from Torulopsis bombicola. The results indicated the feasibility of removing the metals with the anionic biosurfactants even though the exchangeable fractions were not significant. 相似文献
3.
为研究凹凸棒石-双交联水凝胶微球(SA/PVA/ATP)对镉污染土壤钝化修复的效果,将SA/PVA/ATP添加到镉浓度为3.72 mg/kg的土壤中进行淹水培育,采用模拟酸雨、二乙烯三胺五乙酸(DTPA)和三乙醇胺(TEA)混合提取剂(DTPA提取剂)提取土壤有效态镉;采用欧共体标准局顺序提取方法(BCR)提取土壤中不同形态镉;讨论了SA/PVA/ATP添加量、土壤有效态镉和各形态镉的相关性;计算了钝化容量、修复效率和重金属风险评价指数,探究了SA/PVA/ATP对土壤镉的钝化机理。结果显示,随着SA/PVA/ATP的增加,DTPA提取剂和酸雨提取的有效态镉含量分别从1.72 mg/kg和0.024 mg/kg下降到0.66 mg/kg和0.004 4 mg/kg;土壤中的弱酸可提取态镉和可还原态镉含量分别从1.40 mg/kg和0.81 mg/kg下降到1.01 mg/kg和0.41 mg/kg,而可氧化态镉和残渣态镉含量分别从0.86 mg/kg和0.63 mg/kg增加到0.95 mg/kg和1.27 mg/kg。材料添加量与土壤中有效态镉、弱酸提取态镉和可还原态镉含量呈极显著负相关,与可氧化态镉和残渣态镉含量呈极显著正相关;SA/PVA/ATP添加量为2.0% 时,钝化容量最大为19.15 mg/kg,修复效率最高为34.89%,土壤环境由高风险降至中风险。SA/PVA/ATP将土壤中镉的弱酸提取态和可还原态逐渐转化为可氧化态和残渣态,降低了镉的生物有效性,实现了镉污染土壤的钝化修复。 相似文献
4.
采集土壤,加入铜、镍和镉制成重金属污染土壤。以四乙烯五胺改性膨润土和膨润土原土作为修复剂,通过模拟酸雨和混合提取剂提取有效态重金属,评价膨润土和氨基膨润土对土壤中铜、镍、镉的钝化效果。结果表明:p H=3. 5的模拟酸雨对各污染土壤中重金属离子的提取率均在0. 1%以下。混合提取剂对污染土壤中有效态金属的提取能力比模拟酸雨强很多。添加膨润土原土和氨基膨润土均能钝化土壤中的铜、镍和镉,氨基膨润土上嫁接的氨基对金属有络合作用,因而比膨润土原土对铜、镍和镉具有更强的钝化能力。综合评价表明氨基膨润土是一种对铜、镍和镉污染土壤具有应用前景的钝化修复材料。 相似文献
5.
近年来,工业和科技的快速发展使得重金属污染土固化/稳定化的修复研究成为热点。运用微生物诱导碳酸钙沉淀(MICP)技术联合吸附材料对锌铅复合重金属污染土进行固化/稳定化的修复,通过无侧限抗压强度试验、毒性浸出试验,评价处理前后污染土的固化效果与重金属的稳定化效果,结合扫描电镜(SEM)和X射线衍射(XRD)等检测手段,揭示MICP技术处理锌铅重金属污染土的修复机制。研究结果表明,采用MICP技术对锌铅重金属污染土进行固化/稳定化之后,可以有效降低污染土中有害重金属的浸出性。当矿化时间为10d时,试样无侧限抗压强度为942.5k Pa;铅的浸出浓度为4.20mg/L,比未处理时降低了44.81%;锌的浸出浓度为4.31mg/L,比未处理时降低了46.19%,效果显著。在此基础上,添加10%的多孔硅吸附材料后,试样无侧限抗压强度可达到1 021 kPa,强度提高了8.3%;铅的浸出浓度为2.45mg/L,与未经处理时相比,降幅达到了67.81%,与单纯MICP方法处理时相比,铅浸出浓度被二次降低了41.67%;锌的浸出浓度仅为2.93 mg/L,与未经处理时相比,降幅达到了63.4%,与单纯... 相似文献
6.
AB-DTPA提取法在重金属污染土壤修复模拟试验中的应用可行性 总被引：2，自引：0，他引：2
将碳酸氢铵-二乙三胺五乙酸(AB-DTPA)提取重金属生物有效态的方法应用于重金属污染土壤修复的模拟试验中,该土壤的污染元素主要是铜、锌和镉,试验所用修复材料是钠化膨润土。研究表明,AB-DTPA提取法具有很好的稳定性,而且能准确指示铜、锌、镉元素在土壤中的有效态含量,同时AB-DTPA对土壤中铜、锌、镉元素的提取率也适用于模拟试验中修复效果的平行对比。AB-DTPA提取法在重金属污染土壤修复模拟试验中的应用是可行的。 相似文献
7.
Clia Ferreira Pernille Jensen Lisbeth Ottosen Alexandra Ribeiro 《Engineering Geology》2005,77(3-4):339-347
This paper aims to assess the applicability of the electrodialytic remediation technique for the removal of zinc, lead, copper and cadmium from municipal solid waste (MSW) incinerator fly ash. A broad range of experimental conditions were studied including current densities, remediation times, use of assisting agents and cell design.
Several operational problems were identified during the electrodialytic experiments, among which are formation of precipitates, dryness of sample and partial dissolution of sample creating preferential pathways for the electric current. These problems may explain the low remediation efficiencies obtained.
Comparison between experiments showed that generally the use of Na-gluconate as assisting agent leads to better results than distilled water. Increasing the concentration of the assisting agent also results in higher removals. 相似文献
8.
Electrokinetic remediation of an electroplating site: design and scale-up for an in-situ application in the unsaturated zone 总被引：1，自引：0，他引：1
In-situ electrokinetic remediation of contaminated soils requires integrated approaches and adequately engineered setups to control relevant mass fluxes. Based on laboratory findings, this study presents the design of a pilot-scale remediation at an operating electroplating site. The fine-textured soil developed from Jurassic limestone exhibits a chromium, copper, nickel, and zinc contamination down to depths of more than 4 m. The feasibility of an electrokinetic remediation in the unsaturated zone was tested in a lab-scale experiment with subsoil material sampled at the site. The electrodes were placed in water-impermeable, ion-selective membrane wells. This construction allows the necessary watering of the electrodes, maintains unsaturated conditions in the soil compartment, and enables the transfer of contaminant ions into the wells. In addition, the soil is protected from pH changes caused by water electrolysis at the electrodes. The setup includes a watering and drainage system to compensate the electroosmotic water flux and impede desiccation of the anodic region. With a direct current of 70 V and an electric field strength of 2.2 V cm−1, contaminant removal rates amounted up to 27% and 66% (w/w) of the initial zinc/copper and chromium/nickel concentrations. Copper, nickel, and zinc accumulated in the cathode well, while chromate species were enriched in the anode well. Given the successful lab-scale remediation, the pilot plant was designed for the in-situ treatment of a soil volume of 12 m3 below a production hall. A power of 500 V DC at a maximum current of 30 A is supplied by a transformer rectifier. This yields an electric field strength comparable to the lab-scale experiment and thereby similar contaminant transport velocities. A vacuum distillation unit is employed for process water reuse and to control electrolyte conductivity. To cope with chlorine gas generation at the anodes a gas absorber unit is employed. According to the lab-scale results, about 2, 9, 9, and 15 kg zinc, chromium, copper, and nickel, respectively, are expected to be removed from the field plot during an operation time of 10 months. 相似文献
9.
In 1982, sediments contaminated with zinc, cadmium, and copper were dredged from Lake DePue in Illinois and deposited in a diked sediment disposal area (DSDA) that is flooded annually for at least three months. Data from soil and groundwater samples collected at multiple depths within and adjacent to the DSDA indicate vertical movement of the metals in the subsurface, although groundwater outside of the DSDA was not contaminated with any of the metals. Zinc was elevated in almost all of the wells inside the DSDA. Cadmium concentrations were elevated in shallow wells inside the DSDA, while copper was rarely detected in the groundwater. Comparisons of groundwater samples taken within the DSDA under flooded and unflooded conditions suggest that pH and redox conditions controlled metal solubilities. A comparison between soil cores and sediment cores from Lake DePue suggest that zinc was more mobile than cadmium or copper within the DSDA. 相似文献
10.
随着工业化进程的加快,水土重金属污染事件逐渐增多,对其治理与修复成为当前的迫切工作。冻结技术在治理修复污染水土时,其修复过程只向地层输入“冷量”,属于绿色修复技术,无二次污染风险,受到越来越多的关注。详细总结了冻结技术的修复机理,及其在污水、污泥、重金属污染土壤治理修复中的应用现状和最新研究进展。冻结修复机理是通过冰的自净作用和固-液相平衡原理来实现污染物的定向驱赶和富集,而黏性土壤颗粒的吸附和阻滞作用使单一技术对重金属污染土壤的修复难度增大,其他修复手段与冻结技术联合处理成为一种新的思路。利用冻结土体的低渗透性,还可有效降低污染物的迁移速度,封闭不同种类污染物,形成阻隔污染物扩散的冻结屏障。冻结修复技术在水土重金属污染净化及修复领域具有良好的应用前景。 相似文献