异位还原稳定化修复Cr(Ⅵ)污染碱性土壤的工程应用与效能评估

Ex-situ reductive stabilization for Cr(VI)-contaminated alkaline soil: engineering application and performance evaluation

  • 摘要: 针对典型表层碱性有机质匮乏土壤的中、高浓度Cr(Ⅵ)污染问题,系统开展了还原稳定化修复药剂的筛选与工艺优化研究,以实现Cr(Ⅵ)的高效与长期稳定化。结果表明,在碱性条件下(pH≥8.50)下,铁基还原剂(硫酸亚铁、氯化亚铁)即使投加量达到理论化学计量比〔nFe(Ⅱ)∶nCr(Ⅵ)=3〕的20倍,仍难以有效还原Cr(Ⅵ)。相比之下,固态多硫化钙(CPS)投加量仅需8倍理论化学计量比〔nCPS∶nCr(Ⅵ)=1.5〕即可使Cr(Ⅵ)含量低于GB 36600—2018《土壤环境质量 建设用地土壤污染风险管控标准(试行)》第二类建设用地筛选值(5.7 mg/kg),且效果显著优于其水剂形态。优化后的修复条件:以CPS为还原剂,投加量nCPS∶nCr(Ⅵ)=12:1,土壤粒径小于1 cm,含水率15%~20%,且无需调节土壤pH。在实际工程应用中,按室内确定剂量的1.6倍投加CPS,并在上述优化条件下实施修复,经150 d自然养护后,土壤Cr(Ⅵ)含量持续低于筛选值,且无反弹现象;浸出液中Cr(Ⅵ)及总铬浓度均低于GB 5085.3—2007《危险废物鉴别标准 浸出毒性鉴别》限值(分别为5、15 mg/L);修复体系pH呈现先升后降最终趋于稳定的趋势,水溶性钙与硫酸盐含量在初期上升后亦保持稳定。研究表明,单一CPS可有效修复表层碱性有机质匮乏的中高Cr(Ⅵ)污染土壤,具备良好的长期稳定性与工程应用潜力。

     

    Abstract: Addressing the issue of medium- and high-concentration Cr(VI) contamination in typical surface-layer alkaline soil with low organic matter, this study systematically screened and optimized the reductive stabilization agents and processes to achieve efficient and long-term stabilization of Cr(VI). The results showed that under alkaline conditions (pH≥8.50), iron-based reducing agents (ferrous sulfate, ferrous chloride) failed to effectively reduce Cr(VI), even at a dosage 20 times the theoretical stoichiometric ratio (nFe(II)∶nCr(VI)=3). In contrast, solid calcium polysulfide (CPS) required only 8 times the theoretical stoichiometric ratio (nCPS∶nCr(VI)=1.5) to reduce the Cr(VI) content to below the screening value for Class 2 construction land (5.7 mg/kg) specified in the Soil Environmental Quality-Risk Control Standard for Soil Contamination of Development Land (GB 36600-2018). This performance was significantly superior to that of its aqueous solution. The optimized remediation conditions were: using CPS as the reductant at a dosage of nCPS∶nCr(VI)=12∶1, controlling soil particle size below 1 cm, maintaining moisture content between 15% and 20%, with no need for pH adjustment. In a field-scale engineering application, CPS was applied at 1.6 times the laboratory-determined optimal dosage under these optimized conditions. Following 150 days of natural curing, soil Cr(VI) content remained consistently below the regulatory limit with no rebound observed. Leachate concentrations of both Cr(VI) and total chromium were below the limits (5 and 15 mg/L, respectively) stipulated by the Identification Standards for Hazardous Waste: Identification for Extraction Toxicity (GB 5085.3-2007). The remediation system pH exhibited an initial increase followed by a decrease before stabilizing, while water-soluble calcium and sulfate levels rose initially and then remained constant. This study demonstrates that CPS alone can effectively remediate medium to high Cr(VI)-contaminated, alkaline, organically deficient surface soil, offering excellent long-term stability and promising potential for engineering application.

     

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