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Sorption equilibrium and kinetics of hydrophobic nonionic organic pollutants in streams.

机译:流中疏水性非离子有机污染物的吸附平衡和动力学。

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摘要

The objectives of this research were to evaluate the effect of dissolved natural organics on the observed apparent sorption and desorption equilibria of hydrophobic non-ionic organic pollutants, to estimate the sorption and desorption kinetics and to examine the importance of sorption kinetics on the predictions of pollutant distribution in the transverse mixing zone of an ideal stream with a point source.;1,4-Dichlorobenzene was selected as the model hydrophobic non-ionic organic pollutant. Sediments collected from Lake Austin were fractionated into 10 classes with different particle size distributions, organic carbon contents, and organic carbon compositions. The sorption and desorption equilibria in batch-type experiments were quantified by both headspace analysis and liquid-phase analysis utilizing conventional phase separation methods. The sorption and desorption kinetics were observed by gas-purging method with an experimental apparatus which can be operated in both closed and open modes.;The experimental results indicated that dichlorobenzene is sorbed on organic matter both dissolved and associated with sediment particles. This finding implies that the solid concentration effect and desorption hysteresis are probably caused by the sorption of sorbate on non-separable sorbents. Another finding was that the fulvic acid fraction has higher affinity for dichlorobenzene than humic acid and the humin fraction. A model reflecting the sorption of dichlorobenzene on dissolved organics successfully described the sorption coefficients measured by liquid-phase analysis with assumptions for the composition of dissolved organics.;The experimental results for sorption kinetics with different sorbent types showed that the sediments have two types of sorption sites with different sorption and desorption rates, which can be approximated by first-order rates. The two types of sorption sites can be distinguished by the organic fractions such as the fulvic acid fraction with a relatively rapid rate constant and humic acid and humin fractions with a slower rate constant. As a result, the overall kinetics were described by a two step, parallel first-order rate model.;A pollutant transport model with the two step, parallel sorption kinetic model was developed to simulate the pollutant distribution in the transverse mixing zone of an ideal stream, based on the weight-averaged properties of sorbents. The simulation results were compared with other types of transport model, adopting some simplification for sorption kinetics or sediment characteristics. The comparison indicated that the proper description of both sorption kinetics and sediment characteristics is very important in modeling the pollutant transport.
机译:这项研究的目的是评估溶解的天然有机物对疏水性非离子有机污染物的表观吸附和解吸平衡的影响,评估吸附和解吸动力学,并研究吸附动力学对预测污染物的重要性。点源的理想流横向混合区中的分布。选择1,4-二氯苯作为疏水性非离子有机污染物模型。从奥斯汀湖收集的沉积物分为10种,具有不同的粒径分布,有机碳含量和有机碳成分。批处理型实验中的吸附和解吸平衡是通过顶空分析和液相分析(使用常规相分离方法)进行定量的。通过气体吹扫法用实验装置观察了吸附和解吸动力学,该实验装置可以在封闭和开放两种模式下运行。实验结果表明,二氯苯吸附在溶解并与沉积物颗粒结合的有机物上。该发现暗示固体浓度效应和解吸滞后可能是由不可分离的吸附剂对山梨酸酯的吸附引起的。另一个发现是黄腐酸级分对二氯苯的亲和力高于腐殖酸和腐殖质级分。反映二氯苯在溶解有机物上吸附的模型成功地描述了液相分析法测得的吸附系数,并假设了溶解有机物的组成。;不同吸附剂类型的吸附动力学实验结果表明,沉积物具有两种吸附类型具有不同吸附和解吸速率的位点,可以通过一阶速率近似。两种类型的吸附位点可以通过有机组分来区分,例如速率常数相对较快的黄腐酸组分和速率常数较慢的腐殖酸和腐殖质组分。结果,通过两步平行一阶速率模型描述了整体动力学。建立了具有两步平行吸附动力学模型的污染物迁移模型,以模拟理想污染物横向混合区中的污染物分布基于吸附剂的重均性能。将模拟结果与其他类型的输运模型进行了比较,对吸附动力学或沉积物特征进行了一些简化。比较结果表明,正确描述吸附动力学和沉积物特征对于模拟污染物迁移非常重要。

著录项

  • 作者

    Lee, Young-Dong.;

  • 作者单位

    The University of Texas at Austin.;

  • 授予单位 The University of Texas at Austin.;
  • 学科 Civil engineering.;Engineering Sanitary and Municipal.;Environmental science.
  • 学位 Ph.D.
  • 年度 1990
  • 页码 292 p.
  • 总页数 292
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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