期刊文献+

基于新型有机多孔复合基质的生物系统去除污染水体中的氮磷 被引量:2

Nitrogen and phosphorus removal from polluted water using novel organic porous composite fillings biological system
原文传递
导出
摘要 针对太湖入湖河道污染水体中的氮磷超标问题,以海绵铁、沸石、砾石和土壤为基质,采用动态吸附+生物法,对氮磷开展基于新型有机多孔复合填料的去除效果研究,结果表明,生物系统中的新型有机多孔复合基质在空间上形成了好氧-缺氧微环境,获得了较好的同步硝化-反硝化效果;通过正交实验确定流量0.00075 L/s,曝气时间24 h,pH值7,曝气量20 L/min为去除氮磷的最优条件;相对一级动力学方程、双常数方程而言,Elovich方程对3种填料的吸附动力学特征拟合最好,决定系数R2在0.81~0.92之间。通过平均去除效果较优分析,好氧条件下,NH3-N平均去除70.6%,TP平均去除81.2%;厌氧条件下,TN平均去除62.4%,COD平均去除42.6%;NH3-N、TP、TN和COD的最低浓度分别为0.75、0.095、1.1和18.3 mg/L,综合考虑主要污染物的去除效果和经济效益,本项新型有机多孔复合填料结合生物系统适宜去除河原平网地区污染水体中的氮磷。 The aim of this study was to remove excessive nitrogen and phosphorus from polluted river water which flowed into Taihu Lake. Dynamic adsorption and biological methods were adopted to investigate the effect of N and P removal based on the novel organic porous composite fillings using sponge iron, zeolite, gravel and soil as stroma. The result showed that simultaneous nitrification and denitrification were achieved due to the existence of aerobic-anoxic microenvironment which was created in the novel organic porous composite fillings. In orthogo- nal test, it was proved that the optimal condition for N and P removal was reached when the flow rate was 0. 00075 L/s, aeration duration was 24 h, pH = 7 and aeration rate was 20 L/rain. Elovich equations could accu- rately fit for describing absorption characteristic of three substrates (R2 = 0.81 -0.92). Through optimal analy- sis of the average removal efficiency,the average NH3-N removal rate was 70.6% ,TP removal rate was 81.2% under the aerobic conditions,and average rate of TN removal was 62.4% , COD removal rate was 42.6% under the anaerobic conditions. After treatment, the lowest concentration of NH3-N, TP, TN, COD were 0.75,0. 095, 1.1,18.3 mg/L, respectively. Considering removal of major pollutants and economic benefits,the new organic por- ous composite fillings combined with biological system was suitable for nitrogen and phosphorus removal from pollu- ted water on Heyuan net region.
出处 《环境工程学报》 CAS CSCD 北大核心 2013年第1期119-124,共6页 Chinese Journal of Environmental Engineering
基金 国家"水体污染控制与治理"科技重大专项(2008ZX07101-007-003)
关键词 有机多孔复合基质 吸附 挂膜 氮磷 去除率 organic porous composite matrix adsorption biofilm formation nitrogen and phosphorus removal
  • 相关文献

参考文献20

  • 1陈世朋,姜夕奎,张景来.人工湿地在河道生态修复应用中的进展及优化[J].污染防治技术,2009,22(5):63-66. 被引量:12
  • 2郭周芳,罗阳,周洪涛,王文萍,顾晨,李恺.城市污水生物脱氮除磷新技术[J].水科学与工程技术,2011(3):27-28. 被引量:3
  • 3宋茂成,钱茜,王玉秋.微污染水脱氮除磷工艺浅析[J].环境科学与管理,2011,36(7):115-117. 被引量:6
  • 4Shuai Yang, Fenglin Yang, Zhimin Fu, et al. Simuhaneous nitrogen and phosphorus removal by a novel sequencing batch moving bed membrane bioreactor for wastewater treat- ment. Journal of Hazardous Materials, 2010,4 ( 3 ) : 551-557.
  • 5Chenghong Guo, Viktor Stabnikov, Volodymyr Ivanov. The removal of nitrogen and phosphorus from regject water of municipal wastewater treatment plant using ferric and ni- trate bioreductions. Bioresource Technology, 2010, 101 (21) :3992-3999.
  • 6Zhimin Fu,Fenglin Yang,Yingyu An. Simultaneous nitrifi- cation and denitrification coupled with phosphorus removal in an modified bioreactor (A/O-MBR). Biochemical Engi- neering Journal ,2009,43 ( 2 ) : 191-196.
  • 7Nadir Dizge, Berrin Tansel. External mass transfer analysis for simultaneous removal of carbohydrate and protein by im- mobilized activated sludge culture in a packed bed batch bioreactor. Journal of Hazardous Materials ,2010,184 (3) : 671-677.
  • 8Wendong Tao, Jing Wang. Effects of vegetation,limestone and aeration on nitritation, anammox and denitrification in wetland treatment systems. Ecological Engineering, 2009, 35(8) :836-842.
  • 9方升华.不同生态河道基质材料对氮磷的吸附对比研究[J].北京水务,2006(4):27-30. 被引量:9
  • 10丁磊,黄继萍,朱桐.海绵铁在水处理中应用理论与实践[J].现代矿业,2009,25(7):41-45. 被引量:10

二级参考文献179

共引文献111

同被引文献55

引证文献2

二级引证文献8

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部