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搅拌速率和时间对强化混凝去除微污染水中镍(Ⅱ)及有机物的影响

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员建, 栾萌竹, 孙涛, 苑宏英. 搅拌速率和时间对强化混凝去除微污染水中镍(Ⅱ)及有机物的影响[J]. 环境工程学报, 2016, 10(10): 5413-5419. doi: 10.12030/j.cjee.201505063
引用本文: 员建, 栾萌竹, 孙涛, 苑宏英. 搅拌速率和时间对强化混凝去除微污染水中镍(Ⅱ)及有机物的影响[J]. 环境工程学报, 2016, 10(10): 5413-5419. doi: 10.12030/j.cjee.201505063
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YUAN Jian, LUAN Mengzhu, SUN Tao, YUAN Hongying. Effect of stirring speed and time on removal of nickel(Ⅱ) and organic matter in micro-polluted water by enhanced coagulation[J]. Chinese Journal of Environmental Engineering, 2016, 10(10): 5413-5419. doi: 10.12030/j.cjee.201505063
Citation: YUAN Jian, LUAN Mengzhu, SUN Tao, YUAN Hongying. Effect of stirring speed and time on removal of nickel(Ⅱ) and organic matter in micro-polluted water by enhanced coagulation[J]. Chinese Journal of Environmental Engineering, 2016, 10(10): 5413-5419. doi: 10.12030/j.cjee.201505063
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搅拌速率和时间对强化混凝去除微污染水中镍(Ⅱ)及有机物的影响

  • 1.

    天津城建大学环境与市政工程学院, 天津 300384

  • 2.

    天津市水质科学与技术重点实验室, 天津 300384

  • 基金项目:

    国家自然科学基金资助项目（51308374）

    住房和城乡建设部研究开发项目（2012-k7-20）

    天津市自然科学基金一般项目（12JCYBJC14800）

  • 中图分类号: X703

Effect of stirring speed and time on removal of nickel(Ⅱ) and organic matter in micro-polluted water by enhanced coagulation

  • 1.

    School of Environmental and Municipal Engineering, Tianjin Chengjian University, Tianjin 300384, China

  • 2.

    Tianjin Key Laboratory of Aquatic Science and Technology, Tianjin 300384, China

  • Fund Project:

  • 摘要: 采用静态实验考察了投加高铁酸钾强化混凝的效果，通过控制不同的絮凝搅拌速率、絮凝时间及原水浊度来强化镍（Ⅱ）和有机物的去除。结果表明，絮凝搅拌速度和时间、原水浊度是影响镍（Ⅱ）和有机物的去除效果的重要因素。原水镍（Ⅱ）质量浓度为1 mg·L-1、TOC为10 mg·L-1，在一级絮凝搅拌速率为200 r·min-1、时间为2 min，二级絮凝搅拌速率为40 r·min-1、时间为10 min，原水浊度为36.7 NTU时，出水剩余镍为0.018 mg·L-1，去除率达到98.2%，TOC去除率为58.8%，浊度去除率为73.8%。出水可满足《生活饮用水卫生标准》的要求。高铁酸钾强化混凝可作为给水厂应对镍污染的一种有效处理措施。
    Abstract: A static trial was performed to study the effect of enhanced coagulation though the addition of potassium ferrate,with flocculation stirring speed,flocculation time,and raw water turbidity controlled to strengthen the nickel (Ⅱ) and organics removal.The results showed that flocculation stirring speed,flocculation time,and raw water turbidity were key influences on nickel (Ⅱ) and organics removal efficiency.The first level of flocculation stirring speed was 200 r·min-1,flocculation time was 2 min;the second level of flocculation stirring speed was 40 r·min-1,flocculation time was 10 min;and raw water turbidity was 36.7 NTU.The nickel concentration in the effluent was 0.018 mg·L-1,and the removal rate of the nickel (Ⅱ),TOC,and turbidity were 98.2%,58.8%,and 73.8%,respectively,when the nickel (Ⅱ) and TOC concentrations were 1 mg·L-1 and 10 mg·L-1,respectively,in the raw water.These levels satisfied the demand of the Hygienic Standard for Drinking Water.Potassium-ferrate-enhanced coagulation can be used as an effective treatment for nickel pollution in water supply plants.
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  • 收稿日期:  2015-07-29
  • 刊出日期:  2016-10-20

搅拌速率和时间对强化混凝去除微污染水中镍(Ⅱ)及有机物的影响

  • 1.  天津城建大学环境与市政工程学院, 天津 300384
  • 2.  天津市水质科学与技术重点实验室, 天津 300384
  • 收稿日期:  2015-07-29
基金项目:

国家自然科学基金资助项目（51308374）

住房和城乡建设部研究开发项目（2012-k7-20）

天津市自然科学基金一般项目（12JCYBJC14800）

摘要: 采用静态实验考察了投加高铁酸钾强化混凝的效果，通过控制不同的絮凝搅拌速率、絮凝时间及原水浊度来强化镍（Ⅱ）和有机物的去除。结果表明，絮凝搅拌速度和时间、原水浊度是影响镍（Ⅱ）和有机物的去除效果的重要因素。原水镍（Ⅱ）质量浓度为1 mg·L-1、TOC为10 mg·L-1，在一级絮凝搅拌速率为200 r·min-1、时间为2 min，二级絮凝搅拌速率为40 r·min-1、时间为10 min，原水浊度为36.7 NTU时，出水剩余镍为0.018 mg·L-1，去除率达到98.2%，TOC去除率为58.8%，浊度去除率为73.8%。出水可满足《生活饮用水卫生标准》的要求。高铁酸钾强化混凝可作为给水厂应对镍污染的一种有效处理措施。

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