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Techniques for the Stabilization and Assessment of Treated Copper-, Chromium-, and Arsenic-contaminated Soil

机译:经处理的铜,铬和砷污染土壤的稳定化和评估技术

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Remediation mainly based on excavation and burial of the contaminated soil is impractical with regard to the large numbers of sites identified as being in need of remediation. Therefore, alternative methods are needed for brownfield remediation. This study was conducted to assess a chemical stabilization procedure of CCA-con-taminated soil using iron (Fe)-containing blaster sand (BS) or oxygen-scarfing granulate (OSG). The stabilization technique was assessed with regard to the feasibility of mixing ameliorants at an industrial scale and the efficiency of the stabilization under different redox conditions. The stability was investigated under natural conditions in 1-m~3 lysimeters in a field experiment, and the effect of redox conditions was assessed in a laboratory experiment (10 L). The treatments with high additions of ameliorant (8 percent and 17 percent) were more successful in both the laboratory and field experiments, even though there was enough Fe on a stochiometric basis even at the lowest addition rates (0.1 percent and 1 percent). The particle size of the Fe and the mixing influenced the stabilization efficiency. The development of anaerobic conditions, simulated by water saturation, increases the fraction of arsenic (As~(III)) and, consequently, As mobility. The use of high concentrations of OSG under aerobic conditions increased the concentrations of nickel (Ni) and copper (Cu) in the pore water. However, under anaerobic conditions, it decreased the As leaching compared with the untreated soil, and Ni and Cu leaching was not critical. The final destination of the treated soil should govern the amendment choice, that is, an OSG concentration of approximately 10 percent may be suitable if the soil is to be landfilled under anaerobic conditions. Alternatively, the soil mixed with 1 percent BS could be kept under aerobic conditions in a landfill cover or in situ at a brownfield site. In addition, the treatment with BS appeared to produce better effects in the long term than treatment with OSG.
机译:考虑到大量需要修复的地点,主要基于挖掘和掩埋受污染土壤的修复是不切实际的。因此,需要棕地修复的替代方法。进行这项研究以评估使用含铁(Fe)的喷砂(BS)或除氧颗粒(OSG)污染CCA的土壤的化学稳定程序。关于在工业规模上混合改良剂的可行性以及在不同氧化还原条件下稳定的效率,评估了稳定技术。在野外实验中,在自然条件下于1-m〜3里米中研究了稳定性,并在实验室实验(10 L)中评估了氧化还原条件的影响。即使在化学计量的基础上,即使以最低的添加率(0.1%和1%)也有足够的铁含量,在实验室和现场实验中添加高剂量的改良剂(分别为8%和17%)的处理都更为成功。 Fe的粒径和混合影响稳定化效率。通过水饱和度模拟得出的厌氧条件的发展会增加砷(As〜(III))的比例,从而增加As的迁移率。在有氧条件下使用高浓度的OSG会增加孔隙水中镍(Ni)和铜(Cu)的浓度。但是,在厌氧条件下,与未经处理的土壤相比,它减少了As的浸出,而Ni和Cu的浸出并不关键。处理过的土壤的最终目的地应控制改良剂的选择,也就是说,如果要将土壤在厌氧条件下进行掩埋,则OSG浓度约为10%可能是合适的。另外,混合有1%BS的土壤可以在有氧条件下保持在垃圾填埋场中,也可以原地保留在棕地。另外,从长远来看,用BS治疗比用OSG治疗产生更好的效果。

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