首页> 外文期刊>The Science of the Total Environment >Kinetics of pollutants removal in vertical and horizontal flow constructed wetlands in temperate climate
【24h】

Kinetics of pollutants removal in vertical and horizontal flow constructed wetlands in temperate climate

机译:污染物中的动力学在垂直和水平流动中移除,在气候温带湿地

获取原文
获取原文并翻译 | 示例
       

摘要

This paper reports a comparative study on kinetics of organic matter expressed as BOD_5 and nitrogen removal in constructed wetlands operated in Poland. Analyzed data were collected at eight wetland systems, composed of subsurface flow beds: horizontal flow (HF) and vertical flow (VF), in different number and sequences. The analysis involved particularly mass removal rates (MRR) and first-order removal rate coefficients of BOD_5 and total nitrogen (k_A and k_v for VF and HF filters, respectively, and k_(20) as a parameter averaged for a temperature of 20 °C). It was found that the higher the load of pollutants applied to the beds, the higher MRR values were obtained. The average k-rates in analyzed systems were mostly lower than those reported in the literature, especially in the case of total nitrogen. Its removal obtained in horizontal flow beds was k_v = 0.002-0.042 d~(-1) while in vertical flow systems k_A varied from 0.007 m d~(-1) to 0.0037 m d~(-1). According to data given by previous studies, first-order reaction rates for nitrogen removal varied in range from kv = 0.048 d~(-1) to k_v = 0.19 d~(-1) and k_A from 0.007 to 0.1 m d ~' in HF and VF beds, respectively. Regarding BOD5 shown in literature, removal rate kv for HF beds varied from 0.071 to 6.11 d~(-1). and k_A for VF beds varied from 0.019 to 1.0m d~(-1), while in this study lower k-rates were obtained: k_v = 0.005-0.085 d~(-1) and k_A = 0.015-0.130 m d~(-1). Relatively long monitoring period, for some of constructed wetland up to 16 years, resulted in good data set and enables creation of the graphs, which could be helpful in evaluation and designing of constructed wetlands for PE bigger than 50, in moderate climate conditions.
机译:本文报告了在波兰经营的结构湿地中表达的有机物动力学和氮气去除的比较研究。分析数据在八个湿地系统中收集,由地下流动床组成:水平流量(HF)和垂直流动(VF),在不同的数量和序列中。分析涉及特别的质量去除率(MRR)和BOD_5和总氮的一级去除速率系数(vf和HF滤波器的总氮气(K_a和K_V,以及K_(20),作为20°C的温度平均的参数)。发现较高的污染物载入床的载荷越高,获得越高的MRR值。分析系统中的平均K率大部分低于文献中报告的k率,特别是在总氮的情况下。它在水平流动床中获得的去除是K_V = 0.002-0.042d〜(-1),而在垂直流动系统中,K_A可改变0.007m d〜(-1)至0.0037m d〜(-1)。根据先前研究给出的数据,用于氮去除的一阶反应速率在HF中的kv = 0.048d〜(-1)至k_v = 0.19d〜(-1)和k_a在hf中的0.007至0.1md〜'。和vf床分别。关于文献中所示的BOD5,HF床的除去率KV从0.071到6.11d〜(-1)。 VF床的K_A不同于0.019至1.0md〜(-1),而在该研究中获得了较低的K率:K_V = 0.005-0.085 d〜(-1)和k_a = 0.015-0.130 md〜(-1 )。相对较长的监测期,对于长达16年的一些建造湿地,导致良好的数据集,并实现了图形的创建,这可能有助于在适度的气候条件下大于50的PE构造湿地的评估和设计。

著录项

  • 来源
    《The Science of the Total Environment》 |2020年第may20期|137371.1-137371.8|共8页
  • 作者单位

    Dept. of Water and Wastewater Technology Faculty of Civil and Environmental Engineering Gdansk University of Technology Narutowicza St. 11/12 80-233 Gdansk Poland;

    Dept. of Water and Wastewater Technology Faculty of Civil and Environmental Engineering Gdansk University of Technology Narutowicza St. 11/12 80-233 Gdansk Poland;

    Depf. of Environmental Engineering and Geodesy Faculty of Production Engineering University of Life Sciences in Lublin Akademicka St. 13 20-950 Lublin Poland;

    Depf. of Environmental Technologies Faculty of Environmental Engineering Cracow University of Technology Warszawska St. 24 31-155 Krakow Poland;

    Dept. of Civil Engineering Krosno State College Rynek St. 1 38-400 Krosno Poland;

    Dept. of Environmental Development Institute of Environmental Engineering Warsaw University of Life Sciences-SGGW Nowoursynowska St 159 02-776 Warsaw Poland;

    Dept of Sanitary Engineering and Water Management University of Agriculture in Krakow AL Mickiewicza St. 24/28 30-059 Krakow Poland;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Pollutants removal processes; Removal kinetics; Subsurface vertical and horizontal flow bed; Constructed wetland;

    机译:污染物去除过程;去除动力学;地下垂直和水平流动床;建造湿地;
  • 入库时间 2022-08-18 22:36:14

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号