期刊文献+

化学除磷投加系数及其应用技术 被引量:2

RESEARCH ON DOSING-COEFFICIENT OF CHEMICAL PHOSPHORUS REMOVAL AND APPLICATION TECHNOLOGY
下载PDF
导出
摘要 为实现化学除磷的精确控制,避免药剂过量投加,成都市某污水处理厂开展了生产性试验,从化学药剂投加系数方面进行了研究。结果表明,化学除磷量△C_(TP)与PAC投加浓度CPAC之间存在显著的线性相关关系,两者关系式为:y=164.05x-26.932,R^2=0.8605。投加系数β值在一定程度上反映了化学药剂的除磷效率。本次试验中β值为5.16-6.83,均值为6.11。投加系数β与PAC投加浓度CPAC之间存在显著的线性相关关系,两者关系式为:y=0.0659x+3.2565,R^2=0.8066。由此可知,过量投加的药剂越多,药剂除磷效率越低。通过公式C_(PAC)=β×(△C_(TP)/31)×(27/(0.1×(54/102),可模拟出不同生化池末端投药前TP值(C_(TP1))情况下对应PAC投加浓度C_(PAC)。此方法可实现PAC除磷药剂的精确控制,避免过量投加,保证出水TP稳定,对实际生产有着重要的指导意义。 To achieve precise control of chemical phosphorus dosing and avoiding excessive dosing, through production test in a sewage treatment plant in Chengdu, we study on the dosing- coefficient of Chemical Phosphorus Removal. The results indicated that there is a significant linear correlation between the removal of total phosphorus A CTp and the PAC dosage CpAC, y = 164.05X -- 26.932,R2=0.8605. The dosing- coefficientβ indicated the efficiency of phosphorus removalreagentto some extent.The result of 13 is 5.16-6.83 and mean value is 6.11.in this research. There is a linear correlation between the dosing- coefficientl3 and the PAC dosage CpAc, y = 0.0659x + 3.2565, R2 = 0.8066. The results show that the more reagent excess dose, the lower the efficiency of phosphorus removal is. Through the formula C_(PAC)=β*(△C_(TP)/31)*(27/(0.1*(54/102))),we simulate the PAC dosage CPAC under different CTP1. This method can achieve precise control of PAC, avoid excessive dosing, ensure the stability of TP of effluent, having the important guiding significance for actual production.
作者 李光亮 胡舒 颜黾 贾含帅 LI Guang-liang HU Shu YAN Min JIA Han-shuai(Ninth Wastewater Treatment Plant of Chengdu Drainage Limited Liability Company, Chengdu 610000, China)
出处 《能源环境保护》 2017年第5期27-30,共4页 Energy Environmental Protection
关键词 化学除磷 PAC 投加系数 应用 chemical phosphorus removal PAC dosing- coefficient application
  • 相关文献

参考文献1

二级参考文献26

  • 1李捷,熊必永,张杰.An/O生物除磷中两个主要控制因素的研究[J].中国给水排水,2004,20(12):9-11. 被引量:13
  • 2冯春华,周岳溪,将进元,王海燕,胡翔.氯化铁对序批式生物膜反应器中磷去除的影响[J].安全与环境学报,2005,5(3):23-25. 被引量:13
  • 3孟永进,李旭峰.浅析化学除磷在城市污水处理中的应用[J].河北建筑工程学院学报,2005,23(3):19-21. 被引量:8
  • 4李京雄,孙水裕,苑星海.城市生活污水化学除磷试剂的应用比较[J].广东微量元素科学,2006,13(1):19-22. 被引量:26
  • 5张自杰.排水工程[M].北京:中国建筑工业出版社,2000..
  • 6Shehab O K, Shi H C. Optimizing phosphorus removal in an A/O wastewater treatment plant [R]. Ann Arbor:Utilities of Ann Arbor, USA, 1995.
  • 7Clark T. Phosphorus removal by chemical precipitation in a biological aerated filter [J]. War. Res., 1997,31(10):2557-2563.
  • 8董文艺,吴娅,李宗伟.曝气生物滤池前置化学除磷药剂优选试验研究[C]//《中国给水排水》杂志社“曝气生物滤池(BAF)”专题研讨会论文集,2008:74-79.
  • 9Oriol Gutierrez. Iron salts dosage for sulfide control in sewers induces chemical phosphorusremoval during wastewater treatment [J]. Water Research, 2010,44( 11):3467-3478.
  • 10Elisabeth Galarneau, Ronald Gehr. Phosphorus removal from wastewaters: Experimental andtheoretical support for alternative mechanisms [J]. Wat. Res., 1997,31(2):328 -338.

共引文献63

同被引文献7

引证文献2

二级引证文献3

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