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复合式曝气生物滤池脱氮效果影响因素研究

Influencing factors on nitrogen removal of combined biological aerated filter

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【作者】 杨跃张金松黄文章

【Author】 Yang Yue1,Zhang Jinsong1,2,Huang Wenzhang2(1.School of Municipal and Environmental Engineering,Harbin Institute of Technology,Harbin 150090,China;2.Shenzhen Water(Group)Co.,Ltd.,Shenzhen 518031,China)

【机构】 哈尔滨工业大学市政环境工程学院深圳市水务(集团)有限公司

【摘要】 以某城市污水处理厂二级出水为原水,通过中试研究了复合式曝气生物滤池(CBAF)用于再生水回用的脱氮效果的主要影响因素,包括碳源投加量、气水比和水力负荷。试验结果表明,当碳源投加量为15~25mgCODCr/L,气水比为2:1,水力负荷为10m3/(m2.h)时,CBAF运行工况最优,脱氮性能稳定良好。当进水氨氮浓度为1.0~17.4mg/L,总氮浓度为7~23mg/L时,出水氨氮浓度始终低于2mg/L,总氮浓度低于15mg/L,出水水质满足《城市污水再生利用景观环境用水水质》(GB/T18921—2002)的相关要求。

【Abstract】 A pilot-scale study was conducted on combined biological aerated filter(CBAF) to investigate main influent factors on nitrogen removal performance for reclaimed water reuse,with the secondary effluent from a WWTP as feed water.The main influence factors included added carbon source dosage,ratio of air to water and hydraulic loading rate.Moreover,the optimal operation mode of CBAF was as following:added carbon source as 15~25 mgCODCr/L,the ratio of air to water as 2:1,and hydraulic loading rate as 10 m3/(m2·h),under which CBAF had an excellent and stable removal performance of nitrogen.When the concentrations of NH3—N and TN in the influent were 1.0~17.4 mg/L and 7~23 mg/L respectively,the concentrations in the effluent were lower than 2 mg/L and 15 mg/L respectively.The water quality of the effluence met the requirements of "The reuse of urban recycling water—Water quality standard for scenic environment use(GB/T 18921—2002)".

  • 【文献出处】 给水排水 ,Water & Wastewater Engineering , 编辑部邮箱 ,2010年07期
  • 【分类号】X703
  • 【被引频次】11
  • 【下载频次】245
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