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四种印度土壤中疏水性农药硫丹的吸附与解吸特性

Adsorption and desorption characteristics of hydrophobic pesticide endosulfan in four Indian soils.

作者信息

Kumar Mathava, Philip Ligy

机构信息

Environmental and Water Resources Engineering Division, Department of Civil Engineering, Indian Institute of Technology Madras, Adyar, Chennai 600 036, India.

出版信息

Chemosphere. 2006 Feb;62(7):1064-77. doi: 10.1016/j.chemosphere.2005.05.009. Epub 2005 Jun 28.

Abstract

Adsorption and desorption characteristics of endosulfan in four Indian soils were studied extensively. The soils used were clayey soil (CL--lean clay with sand), red soil (GM--silty gravel with sand), sandy soil (SM--silty sand with gravel) and composted soil (PT--peat) as per ASTM (American Society for Testing and Materials) standards. Adsorption and desorption rates were calculated from kinetic studies. These values varied for alpha and beta endosulfan depending on the soil type. Maximum specific adsorption capacities (qmax) for different soils were calculated by Langmuir model. The values varied from 0.1 to 0.45 mg g(-1) for alpha endosulfan and 0.0942-0.2722 mg g(-1) for beta endosulfan. Maximum adsorption took place in clay soil followed by composted soil and red soil. Adsorptions of alpha and beta endosulfan were negligible in sand. The binding characteristics of various functional groups were calculated using Scatchard plot. Effect of functional groups was more predominant in clayey soil. Organic matter also played a significant role in adsorption and desorption of endosulfan. Endosulfan adsorption decreased drastically in clay soil when the pH was reduced. Desorption was higher at both acidic and alkaline pH ranges compared to neutral pH. Results indicated that alpha endosulfan is more mobile compared to beta endosulfan and mobility of endosulfan is maximum in sandy soil followed by red soil. It can be inferred that crystal lattice of the clay soil plays a significant role in endosulfan adsorption and desorption. Immobilization of endosulfan is more advisable in clay soil whereas biological and or chemical process can be applied effectively for the remediation of other soil types.

摘要

对硫丹在四种印度土壤中的吸附和解吸特性进行了广泛研究。按照美国材料与试验协会(ASTM)标准,所使用的土壤为黏土(CL——含砂粉质黏土)、红壤(GM——含砂粉质砾石)、砂土(SM——含砾粉质砂土)和堆肥土(PT——泥炭)。通过动力学研究计算吸附和解吸速率。这些值因α-硫丹和β-硫丹而异,具体取决于土壤类型。采用朗缪尔模型计算不同土壤的最大比吸附容量(qmax)。α-硫丹的值在0.1至0.45 mg g⁻¹之间,β-硫丹的值在0.0942 - 0.2722 mg g⁻¹之间。最大吸附量出现在黏土中,其次是堆肥土和红壤。砂土中α-硫丹和β-硫丹的吸附量可忽略不计。使用斯卡查德图计算各种官能团的结合特性。官能团的影响在黏土中更为显著。有机质在硫丹的吸附和解吸中也起着重要作用。当pH值降低时,黏土中硫丹的吸附量急剧下降。与中性pH相比,酸性和碱性pH范围内的解吸率更高。结果表明,α-硫丹比β-硫丹的迁移性更强,硫丹在砂土中的迁移性最大,其次是红壤。可以推断,黏土的晶格在硫丹的吸附和解吸中起重要作用。在黏土中固定硫丹更为可取,而生物和/或化学过程可有效地应用于其他土壤类型的修复。

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