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预除氧-沉淀-柱式膜分离组合工艺处理模拟含碘放射性废水
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  • 英文篇名:Iodide removal from the simulated radioactive wastewater by predeoxygenation-precipitation-column membrane separation combined process
  • 作者:周师帅 ; 顾平 ; 刘阳 ; 何利斌 ; 张光辉 ; 董丽华 ; 袁艳林
  • 英文作者:ZHOU Shishuai;GU Ping;LIU Yang;HE Libin;ZHANG Guanghui;DONG Lihua;YUAN Yanlin;School of Environmental Science and Engineering, Tianjin University;
  • 关键词:放射性废水处理 ; 碘离子污染废水 ; 化学沉淀法 ; 柱式膜分离 ; 膜污染
  • 英文关键词:radioactive wastewater treatment;;iodide contaminated wastewater;;chemical precipitation;;column membrane separation;;membrane fouling
  • 中文刊名:HJJZ
  • 英文刊名:Chinese Journal of Environmental Engineering
  • 机构:天津大学环境科学与工程学院;
  • 出版日期:2019-04-01 16:55
  • 出版单位:环境工程学报
  • 年:2019
  • 期:v.13
  • 基金:国家水体污染控制与治理科技重大专项(2015ZX07406006)
  • 语种:中文;
  • 页:HJJZ201903013
  • 页数:8
  • CN:03
  • ISSN:11-5591/X
  • 分类号:88-95
摘要
为了优化沉淀-微滤组合除碘工艺,开发预除氧-沉淀-柱式膜分离组合工艺处理模拟含碘放射性废水,考察了小试实验的除碘效果、出水水质及连续出水、间歇出水模式的柱式膜污染情况。结果表明:使用Na_2SO_3作除氧剂、Cu~(2+)作催化剂对原水进行预除氧,投加量分别为150 mg·L~(-1)和1 mg·L~(-1);沉淀剂CuCl投加量为100 mg·L~(-1)。实验装置连续运行216 h,累积处理水量为2 160 L,运行稳定后,I-平均去除率为93.9%,出水水质较稳定,出水Cu2+须进行后续处理。产生污泥的体积较小,浓缩倍数为8 640。间歇出水模式有利于减缓膜污染,柱式膜的最终膜比通量降至初始膜比通量的47%。与沉淀-微滤工艺相比,预除氧-沉淀-柱式膜分离组合工艺装置简单,运行成本降低。
        In order to optimize the precipitation-microfiltration combined process for iodide removal, a predeoxygenation-precipitation-column membrane separation combined process was developed for iodide removal from the simulated radioactive wastewater. The laboratory scale experiments were conducted to study Iremoval efficiency, effluent water quality and column membrane fouling under continuous and intermittent effluent drawing models. The results showed that raw water could be pre-deoxidized by a deoxidizer of Na_2SO_3 and a catalyst of Cu~(2+) with doses of 150 mg·L~(-1) and 1 mg·L~(-1), respectively. CuCl was used as precipitant and its dosage was 100 mg·L~(-1). The experimental device continued to run for 216 h, and cumulative treated water volume reached 2 160 L. At a stable operation stage, the average I-removal efficiency was 93.9% and the effluent quality maintained stable, while Cu~(2+) in the effluent needs to be treated subsequently. This process produced a small amount of sludge with a concentration factor of 8 640. Intermittent effluent drawing model was beneficial to retard the membrane fouling. The final specific membrane flux of the column membrane decreased to 47% of the initial value. Compared with the precipitation-microfiltration process, the predeoxygenationprecipitation-column membrane separation combined process has simpler device and lower operation cost.
引文
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