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Assessing degradation rates of chlorinated ethylenes in column experiments with commercial iron materials used in permeable reactive barriers

机译:使用可渗透反应性阻隔层中使用的商用铁材料,在柱实验中评估氯化乙烯的降解率

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Multiple column experiments were performed using two commercial iron materials to evaluate the necessity and usefulness of preliminary investigations in permeable reactive barrier (PRB) design for chlorinated organics. Experiments were performed with contaminated groundwater and involved fresh iron granules or altered iron material excavated from PUS. The determination of first-order rate coefficients by global nonlinear least-squares fittings indicated a variability in rate coefficients on 1 or 2 orders of magnitude. Geometric mean values of surface area normalized rate coefficients (in 10(-5) L m(-2) h(-1)) for fresh gray cast iron and iron sponge, respectively, are: tetra chloroethene (4.5, 2.6), trichloroethene (8.1, 3.3), cis-1,2-dichloroethene (3.1, 2.9), trans-1,2-dichloroethene (9.5, 5.3), 1,1-dichloroethene (4.0, 4.4), and vinyl chloride (1.6, 6.1). The increasing rate coefficients with decreasing grade of chlorination, which characterize degradation at iron sponge are linearly related to diffusion coefficients in water, suggesting diffusion limitation in the degradation process for this particular material, possibly due to a high inner surface. The variability in rate coefficients seems to be too high to use mean rate coefficients from published studies in the design procedure of PRBs, and variabilities cannot be related to groundwater characteristics, water flow through the reactive cells, or secondary corrosion reactions.
机译:使用两种市售铁材料进行了多列实验,以评估在进行含氯有机物的渗透性反应阻挡层(PRB)设计中进行初步研究的必要性和有效性。实验是利用受污染的地下水进行的,涉及新鲜的铁颗粒或从PUS挖出的铁质材料的变化。通过整体非线性最小二乘拟合确定的一阶速率系数表明速率系数的变化幅度为1或2个数量级。新鲜灰铸铁和海绵铁的表面积归一化速率系数的几何平均值(以10(-5)L m(-2)h(-1)为单位)是:四氯乙烯(4.5,2.6),三氯乙烯(8.1、3.3),顺式1,2-二氯乙烯(3.1、2.9),反式1,2-二氯乙烯(9.5、5.3),1,1-二氯乙烯(4.0、4.4)和氯乙烯(1.6、6.1 )。氯化度降低时速率系数的增加(表征海绵铁的降解)与水中的扩散系数线性相关,这表明这种特殊材料在降解过程中的扩散受限,可能是由于内表面较高。速率系数的变异性似乎太高,无法在PRB的设计程序中使用已发表的研究中的平均速率系数,并且变异性与地下水特征,通过反应池的水流量或二次腐蚀反应无关。

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