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Transformation of Trace Organic Contaminants from Reverse Osmosis Concentrate by Open-Water Unit-Process Wetlands with and without Ozone Pretreatment

机译:通过臭氧预处理的开放式渗透液中痕量渗透浓缩痕量渗透性污染物的转化

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摘要

Reverse osmosis (RO) treatment of municipal wastewater effluent is becoming more common as water reuse is implemented in water-stressed regions. Where RO concentrate is discharged with limited dilution, concentrations of trace organic contaminants could pose risks to aquatic ecosystems. To provide a low-cost option for removing trace organic compounds from RO concentrate, a pilot-scale treatment system comprising open-water unit-process wetlands with and without ozone pretreatment was studied over a 2-year period. A suite of ecotoxicologically relevant organic contaminants was partially removed via photo- and bio-transformations, including β-adrenergic blockers, antivirals, antibiotics, and pesticides. Biotransformation rates were as fast as or up to approximately 50% faster than model predictions based upon data from open-water wetlands that treated municipal wastewater effluent. Phototransformation rates were comparable to or as much as 60% slower than those predicted by models that accounted for light penetration and scavenging of reactive oxygen species. Several compounds were transformed during ozone pretreatment that were poorly removed in the open-water wetland. The combined treatment system resulted in a decrease in the risk quotients of trace organic contaminants in the RO concentrate, but still dilution may be required to protect sensitive species from urban-use pesticides with low environmental effect concentrations.
机译:随着水再利用在水力区实施,逆转渗透(RO)处理污水流出物变得越来越普遍。如果RO浓缩物排出有限的稀释,痕量有机污染物的浓度可能会对水生生态系统构成风险。为了提供从RO浓缩物中除去痕量有机化合物的低成本选择,在2年期间,研究了包含具有和不带臭氧预处理的开放式水平工艺湿地的先导级处理系统。通过光照和生物转化,包括β-肾上腺素能阻滞剂,抗病毒,抗生素和杀虫剂,部分除去一种生态毒药相关有机污染物。基于从处理城市废水污水的开放水湿地的数据,生物转化率比模型预测速度快或高达约50%。光电转换率与模型预测的光电转换率相当或多达60%,该模型占反应性氧物种的光渗透和清除的模型。在臭氧预处理期间转化几种化合物,在露天湿地中差。组合治疗系统导致RO浓缩物中痕量有机污染物的风险额减少,但仍可能需要稀释,以保护来自城市使用杀虫剂的敏感物种具有低的环境效应浓度。

著录项

  • 来源
    《Environmental Science & Technology》 |2020年第24期|16176-16185|共10页
  • 作者单位

    Department of Civil and Environmental Engineering University of California Berkeley California 94720 United States NSF Engineering Research Center for Reinventing the Nation's Urban Water Infrastructure (ReNUWIt) Stanford California 94305 United States;

    NSF Engineering Research Center for Reinventing the Nation's Urban Water Infrastructure (ReNUWIt) Stanford California 94305 United States Department of Civil and Environmental Engineering Stanford University Stanford California 94305 United States;

    NSF Engineering Research Center for Reinventing the Nation's Urban Water Infrastructure (ReNUWIt) Stanford California 9430S United States Department of Civil and Environmental Engineering Stanford University Stanford California 94305 United States;

    Department of Civil and Environmental Engineering University of California Berkeley California 94720 United States NSF Engineering Research Center for Reinventing the Nation's Urban Water Infrastructure (ReNUWIt) Stanford California 94305 United States;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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  • 入库时间 2022-08-18 23:02:47

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