二级生化出水化学法深度除磷实验
作者:
基金项目:

江苏省自然科学基金(BK20100592); 江苏省高校自然科学基础研究计划(08KJB610006)


Advanced chemical dephosphorization of secondary effluent from wastewater treatment plant
Author:
  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • | | |
  • 文章评论
    摘要:

    以二级生化出水为对象,采用4种常规除磷剂开展了化学法深度除磷和投药量经验系数法研究.研究结果表明,FeCl3在pH为7.5、投加量为6.5 mg/L条件下,Al2(SO4)3在pH为6、投加量为3.75 mg/L条件下,可使出水总磷小于0.5 mg/L,且处理费用低廉,是生化出水深度除磷的适宜药剂.FeCl3在除磷的同时,对COD也具有较好的去除效果,可作为总磷和COD均超标的二级生化出水深度处理的有效途径.投药量经验系数法可根据原水和出水的磷质量浓度,估算出除磷剂投加量,在工程实践中具有较大的参考价值.

    Abstract:

    Chemical dephosphorizations by four kinds of agents for secondary biochemical effluent were carried out and dosing experience coefficient was investigated.The results showed that when pH=7.5,FeCl3 dosage is 6.5 mg/L,and pH=7.5,Al2(SO4)3 dosage is 3.75 mg/L,the effluent TP is less than 0.5 mg/L.These two flocculants possessed the advantages of good effect,low cost and easy operation.In addition,FeCl3 was able to reduce COD effectively with TP removal simultaneously.Therefore,FeCl3 can be used to treat the secondary biochemical effluent which TP and COD level are impermissibly high.The method of dosing experience coefficient can calculate the quantity of reagent added by the phosphorus concentration of inflow and effluent.It is very useful for phosphorus removing projects.

    参考文献
    [1] 国家环境保护总局.GB 18918—2002 城镇污水处理厂污染物排放标准[S].北京:中国环境科学出版社,2002 Ministry of Environmental Protection of the PRC.GB 18918—2002 Discharge standard of pollutants for municipal wastewater treatment plant[S].Beijing:China Environmental Science Press,2002
    [2] 江苏省环境保护厅.DB 32/1072—2007 太湖地区城镇污水处理厂及重点工业行业主要水污染物排放限值[S].2007 Environmental Protection Department of Jiangsu Province.DB 32/1072—2007 Discharge standard of main water pollutants for municipal wastewater treatment plant & key industries of Taihu area[S].2007
    [3] 潘理黎,王玲,郑海军,等.城镇污水处理厂尾水深度化学除磷试验研究[J].水处理技术,2011,37(6):50-53,58 PAN Lili,WANG Ling,ZHENG Haijun,et al.Experimental study on enhanced removal of phosphorus from effluents in municipal wastewater treatment plant by chemical precipitation[J].Technology of Water Treatment,2011,37(6):50-53,58
    [4] Degaard H.Optimized particle separation in the primary step of wastewater treatment[J].Wat Sci Tech,1998,37(10):43-53
    [5] Jiang J Q,Graham N J D.Pre-polymerized inorganic coagulants and phosphorus removal by coagulation a review[J].Water SA,1998,24(3):237-245
    [6] 国家环境保护总局《水和废水监测分析方法》编委会.水和废水监测分析方法[M].4 版.北京:中国环境科学出版社,2002 State Environmental Protection Administration " Determination Methods for Examination of Water and Wastewater" Editorial Board.Determination methods for examination of water and wastewater[M].4th Ed.Beijing:China Environmental Science Press,2002
    [7] 唐建国,林洁梅.化学除磷的设计计算[J].给水排水,2000,26(9):17-21 TANG Jianguo,LIN Jiemei.Calculation of chemical P removal[J].Water & Wastewater Engineering,2000,26(9):17-21
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

方华,万震,江玒,冯锡杰.二级生化出水化学法深度除磷实验[J].南京信息工程大学学报(自然科学版),2013,5(5):462-465
FANG Hua, WAN Zhen, JIANG Hong, FENG Xijie. Advanced chemical dephosphorization of secondary effluent from wastewater treatment plant[J]. Journal of Nanjing University of Information Science & Technology, 2013,5(5):462-465

复制
分享
文章指标
  • 点击次数:967
  • 下载次数: 2843
  • HTML阅读次数: 0
  • 引用次数: 0
历史
  • 收稿日期:2012-05-08

地址:江苏省南京市宁六路219号    邮编:210044

联系电话:025-58731025    E-mail:nxdxb@nuist.edu.cn

南京信息工程大学学报 ® 2025 版权所有  技术支持:北京勤云科技发展有限公司