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Comparison of equilibrium and non-equilibrium distribution coefficients for the human drug carbamazepine in soil

机译:人类药物卡马西平在土壤中的平衡和非平衡分配系数的比较

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摘要

The distribution coefficient (K_D) for the human drug carbamazepine was measured using a non-equilibrium technique. Repacked soil columns were prepared using an Airport silt loam (Typic Natrustalf) with an average organic matter content of 2.45%. Carbamazepine solutions were then leached through the columns at 0.5,1.0 and 1.5 mL min~(-1) representing average linear velocities of 1.8,3.5 and 5.3 cm h~(-1) respectively. Each flow rate was replicated three times and three carbamazepine pulses were applied to each column resulting in a total of 9 columns with 27 total carbamazepine pulses. Breakthrough curves were used to determine K_D using the parameter fitting software CXTFIT. Results indicate that as flow rate decreased from 5.3 to 1.8 cm h~(-1) K_D increased an average of 21%. Additionally, K_D determined by column leaching (14.7-22.7 L kg~(-1)) was greater than K_D determined by a 2 h batch equilibrium adsorption (12.6 L kg~(-1)). Based on these K_D's carbamazepine would be generally characterized as non-mobile in the soil investigated. However, repeated carbamazepine applications resulted in an average 22% decrease in K_D between the first and third applications. Decreasing K_D is attributed to differences in sorption site kinetics and carbamazepine residence time in contact with the soil. This would indicate that the repeated use of reclaimed wastewater at high application rates for long-term irrigation or groundwater recharge has the potential to lead to greater transport of carbamazepine than K_D determined by batch equilibrium would predict.
机译:使用非平衡技术测量人用药物卡马西平的分配系数(K_D)。使用机场淤泥壤土(Typical Natrustalf)制备重装土壤柱,平均有机物含量为2.45%。然后将卡马西平溶液分别以0.5、1.0和1.5 mL min〜(-1)浸出柱,代表平均线速度分别为1.8、3.5和5.3 cm h〜(-1)。每个流速重复三遍,并对每根色谱柱施加三个卡马西平脉冲,从而形成总共9个色谱柱,总共有27个卡马西平脉冲。使用参数拟合软件CXTFIT使用突破曲线确定K_D。结果表明,当流速从5.3 cmh〜(-1)降低到1.8 cm h〜(-1)时,K_D平均增加21%。此外,通过柱浸法测定的K_D(14.7-22.7 L kg〜(-1))大于通过2 h间歇平衡吸附测定的K_D(12.6 L kg〜(-1))。基于这些K_D的卡马西平在被调查的土壤中通常被定性为不可移动。但是,重复使用卡马西平会导致第一次和第三次应用之间的K_D平均降低22%。 K_D的减少归因于与土壤接触的吸附位点动力学和卡马西平停留时间的差异。这将表明,以高施用率重复使用再生废水进行长期灌溉或补给地下水,可能比卡马西平的分批平衡预测的K_D更大。

著录项

  • 来源
    《Chemosphere》 |2014年第1期|166-173|共8页
  • 作者单位

    USDA-ARS, US Arid Land Agricultural Research Center, 21881 N. Cardon Lane, Maricopa, AZ 85138, United States;

    Ecosystem Science and Management, 116 ASI Building, The Pennsylvania State University, University Park, PA 16802, United States;

    Department of Agriculture, Agribusiness & Environmental Sciences, Texas A&M University-Kingsville, MSC 228, Kingsville, TX 78363. United States;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Carbamazepine; Mobility; Sorption; Emerging Contaminant;

    机译:卡马西平;流动性吸附;新兴污染物;

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