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通过不同的浸出试验评估稳定/固化土壤样品中的铅浸出性。

Lead leachability in stabilized/solidified soil samples evaluated with different leaching tests.

作者信息

Jing Chuanyong, Meng Xiaoguang, Korfiatis George P

机构信息

Center for Environmental Systems, Stevens Institute of Technology, Hoboken, NJ 07030, USA.

出版信息

J Hazard Mater. 2004 Oct 18;114(1-3):101-10. doi: 10.1016/j.jhazmat.2004.07.017.

Abstract

Leaching tests and model calculations were performed to investigate the immobilization mechanisms of Pb and compare different leaching protocols. Stabilization/solidification (S/S) treatments reduced Pb concentrations in the toxicity characteristic leaching procedure (TCLP) leachate from 5.9 mg/L for untreated soil to less than 0.7 mg/L. The results of eight different leaching protocols show that: (1) the main factor controlling the Pb concentration in the leachate is the final pH; (2) the final pH is a function of the leachant acidity; and (3) for a given final pH, the type of leachant has a relatively minor effect on leachability. The diffuse layer adsorption model, aqueous and precipitation reactions were employed in the MINTEQA2 program to describe the Pb leaching behavior. Both leaching tests and model simulations indicate that the Pb leaching behavior can be divided into three stages based on the leachate pH: a high alkalinity leaching stage at pH > 12, where Pb formed soluble hydroxide anion complexes and leached out; a neutral to alkaline immobilization stage in the pH range of 6-12, which was characterized by low Pb leachability caused by adsorption and precipitation; and an acid leaching stage with pH < 6, where the acid neutralizing capacity (ANC) of the S/S materials was totally consumed and therefore free Pb-ion leached out.

摘要

进行了浸出试验和模型计算,以研究铅的固定机制并比较不同的浸出方案。稳定化/固化(S/S)处理将毒性特性浸出程序(TCLP)渗滤液中的铅浓度从未处理土壤的5.9毫克/升降低至低于0.7毫克/升。八种不同浸出方案的结果表明:(1)控制渗滤液中铅浓度的主要因素是最终pH值;(2)最终pH值是浸提剂酸度的函数;(3)对于给定的最终pH值,浸提剂类型对浸出性的影响相对较小。在MINTEQA2程序中采用扩散层吸附模型、水相和沉淀反应来描述铅的浸出行为。浸出试验和模型模拟均表明,根据渗滤液pH值,铅的浸出行为可分为三个阶段:pH>12时的高碱度浸出阶段,此时铅形成可溶性氢氧根阴离子络合物并浸出;pH值在6-12范围内的中性至碱性固定阶段,其特征是吸附和沉淀导致铅的浸出性较低;以及pH<6的酸浸出阶段,此时S/S材料的酸中和能力(ANC)被完全消耗,因此游离铅离子浸出。

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