MAP沉淀法去除渗滤液中低浓度氨氮

吴彦瑜, 彭晓春, 陈志良, 董家华, 周少奇. MAP沉淀法去除渗滤液中低浓度氨氮[J]. 环境工程学报, 2013, 7(3): 925-930.
引用本文: 吴彦瑜, 彭晓春, 陈志良, 董家华, 周少奇. MAP沉淀法去除渗滤液中低浓度氨氮[J]. 环境工程学报, 2013, 7(3): 925-930.
Wu Yangyu, Peng Xiaochun, Chen Zhiliang, Dong Jiahua, Zhou Shaoqi. Treatment of low concentration ammonium nitrogen in landfill leachate with MAP precipitation[J]. Chinese Journal of Environmental Engineering, 2013, 7(3): 925-930.
Citation: Wu Yangyu, Peng Xiaochun, Chen Zhiliang, Dong Jiahua, Zhou Shaoqi. Treatment of low concentration ammonium nitrogen in landfill leachate with MAP precipitation[J]. Chinese Journal of Environmental Engineering, 2013, 7(3): 925-930.

MAP沉淀法去除渗滤液中低浓度氨氮

  • 基金项目:

    "十一五"国家科技支撑计划项目(2007BAC16B08)

    环保公益性行业科研专项(201009063,2011467024)

    公益性科研所基本科研业务专项(ZX-201106-089, 20603021001-2)

  • 中图分类号: X703.1

Treatment of low concentration ammonium nitrogen in landfill leachate with MAP precipitation

  • Fund Project:
  • 摘要: 考察了pH值、搅拌时间、Mg∶N和N∶P摩尔比对鸟粪石化学沉淀法(MAP)去除垃圾渗滤液中低浓度氨氮的影响,使用Design Expert 7.1.3进行3水平4因素响应曲面中心复合设计优化实验,并通过二次多项式拟合和参数优化,得到:当pH为10,搅拌时间为30 min,Mg∶N摩尔比为1.41,N∶P摩尔比为1.34时,氨氮去除率(Y1)可以达到最大值71.2%,体系中的残留PO43--P浓度(Y2)趋近于零,达到我国《生活垃圾填埋场污染控制标准排放标准》的排放标准。此外,X射线衍射图谱的分析表明大部分沉淀物质为磷酸铵镁。
  • [1] Kabdasli I., Safak A.,Tunay O. Bench-scale evaluation of treatment schemes incorporating struvite precipitation for young landfill leachate. Waste Manag., 2008. 28(11): 2386-2392
    [2] Kim D., Ryu H. D., Kim M. S., et al. Enhancing struvite precipitation potential for ammonia nitrogen removal in municipal landfill leachate. J. Hazard. Mater., 2007. 146(1-2): 81-85
    [3] Lee J. J., Choi C. U., Lee M. J., et al. A study of NH3-N and P refixation by struvite formation in hybrid anaerobic reactor. Water Sci. Technol., 2004. 49(5-6): 207-214
    [4] Kochany J.,Lipczynska-Kochany E. Utilization of landfill leachate parameters for pretreatment by Fenton reaction and struvite precipitation—A comparative study. J. Hazard. Mater., 2009, 166(1): 248-254
    [5] Uludag-Demirer S.,Othman M. Removal of ammonium and phosphate from the supernatant of anaerobically digested waste activated sludge by chemical precipitation. Bioresour. Technol., 2009, 100(13): 3236-3244
    [6] 商平, 刘涛利,刘彦博.苦卤-鸟粪石沉淀法预处理垃圾渗滤液. 环境化学, 2010,29(6): 1111-1115 Shang Ping, Liu Taoli, Liu Yanbo. Pretreatment of landfill leachate by the bitternmagnesium ammonium phosphate precipitation method. Environment Chemistry, 2010,29(6): 1111-1115 (in Chinese)
    [7] 张记市,王玉松.鸟粪石结晶法回收垃圾渗滤液氨氮研究. 环境工程学报, 2009,3(11): 2017-2020 Zhang Jishi, Wang Yusong. Struvite crystallization for recovering ammonia nitrogen from landfill leachate. Chinese Journal of Environmental Engineering, 2009,3(11): 2017-2020 (in Chinese)
    [8] 王健, 王长秋, 鲁安怀,等.鸟粪石结晶法预处理垃圾渗滤液中高浓度氨氮的研究.矿物学报, 2010,30(1): 26-32 Wang Jian, Wang Changqiu, Lu Anhuai, et al. Removal of ammonium-nitrogen as struvite crystallization from landfill leachate. Acta Mineralogica Sinica, 2010,30(1): 26-32 (in Chinese)
    [9] Schulze-Rettmer R. The simultaneous chemical precipitation of ammonium and phosphate in the form of magnesium-ammonium-phosphate. Water Sci. Technol., 1991. 23(4/6): 659-667
    [10] Zhang C.,Chen Y. G. Simultaneous nitrogen and phosphorus recovery from sludge-fermentation liquid mixture and application of the fermentation liquid to enhance municipal wastewater biological nutrient removal. Environ. Sci. Technol., 2009, 43(16): 6164-6170
    [11] Ohlinger K. N., Young T. M.,Schroeder E. D. Predicting struvite formation in digestion. Water Res., 1998, 32(12): 3607-3614
    [12] Jeong Y. K.,Hwang S. J. Optimum doses of Mg and P salts for precipitating ammonia into struvite crystals in aerobic composting. Bioresour. Technol., 2005, 96(1): 1-6
    [13] Ali M. I.,Schneider P. A. An approach of estimating struvite growth kinetic incorporating thermodynamic and solution chemistry, kinetic and process description. Chem. Eng. Sci., 2008, 63(13): 3514-3525
    [14] Michalowski T.,Pietrzyk A. A thermodynamic study of struvite plus water system. Talanta, 2006, 68(3): 594-601
    [15] Doyle J. D.,Parsons S. A. Struvite formation, control and recovery. Water Res., 2002, 36(16): 3925-3940
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  • 收稿日期:  2011-11-09
  • 刊出日期:  2013-03-18
吴彦瑜, 彭晓春, 陈志良, 董家华, 周少奇. MAP沉淀法去除渗滤液中低浓度氨氮[J]. 环境工程学报, 2013, 7(3): 925-930.
引用本文: 吴彦瑜, 彭晓春, 陈志良, 董家华, 周少奇. MAP沉淀法去除渗滤液中低浓度氨氮[J]. 环境工程学报, 2013, 7(3): 925-930.
Wu Yangyu, Peng Xiaochun, Chen Zhiliang, Dong Jiahua, Zhou Shaoqi. Treatment of low concentration ammonium nitrogen in landfill leachate with MAP precipitation[J]. Chinese Journal of Environmental Engineering, 2013, 7(3): 925-930.
Citation: Wu Yangyu, Peng Xiaochun, Chen Zhiliang, Dong Jiahua, Zhou Shaoqi. Treatment of low concentration ammonium nitrogen in landfill leachate with MAP precipitation[J]. Chinese Journal of Environmental Engineering, 2013, 7(3): 925-930.

MAP沉淀法去除渗滤液中低浓度氨氮

  • 1.  环境保护部华南环境科学研究所,广州 510655
  • 2.  华南理工大学环境科学与工程学院,广州 510006
基金项目:

"十一五"国家科技支撑计划项目(2007BAC16B08)

环保公益性行业科研专项(201009063,2011467024)

公益性科研所基本科研业务专项(ZX-201106-089, 20603021001-2)

摘要: 考察了pH值、搅拌时间、Mg∶N和N∶P摩尔比对鸟粪石化学沉淀法(MAP)去除垃圾渗滤液中低浓度氨氮的影响,使用Design Expert 7.1.3进行3水平4因素响应曲面中心复合设计优化实验,并通过二次多项式拟合和参数优化,得到:当pH为10,搅拌时间为30 min,Mg∶N摩尔比为1.41,N∶P摩尔比为1.34时,氨氮去除率(Y1)可以达到最大值71.2%,体系中的残留PO43--P浓度(Y2)趋近于零,达到我国《生活垃圾填埋场污染控制标准排放标准》的排放标准。此外,X射线衍射图谱的分析表明大部分沉淀物质为磷酸铵镁。

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