工业水处理 ›› 2007, Vol. 27 ›› Issue (9): 60-65. doi: 10.11894/1005-829x.2007.27(9).60

• 试验研究 • 上一篇    下一篇

天津纪庄子再生水厂混凝沉淀工艺技术研究

孙力平1, 张焱1,2, 刘文亚3, 李殿海3, 姜威3, 宁皓3, 翟继广4   

  1. 1. 天津城市建设学院环境与市政工程系, 天津 300384;
    2. 天津市东丽区水利局, 天津 300300;
    3. 天津中水有限公司, 天津 300381;
    4. 天津城网工程管理有限公司, 天津 300350
  • 收稿日期:2007-03-06 修回日期:2007-03-06 出版日期:2007-09-20 发布日期:2010-10-01
  • 作者简介:孙立平(1958- ),1982年毕业于西安建筑科技大学,教授级高工,研究方向为污水资源化.电话:022-23786513,E-mail:slyqs@vip.sina.com
  • 基金资助:

    天津市科技攻关计划重点项目(06YFGZSH00100)

Study on coagulation and sedimentation technology in Tianjin Jizhuangzi regenerated water plant

Sun Liping1, Zhang Yan1,2, Liu Wenya3, Li Dianhai3, Jiang wei3, Ning Hao3, Zhai Jiguan4   

  1. 1. Environmental and Municipal Engineering Department, TIUC, Tianjin 300384, China;
    2. Tianjin Dongli District Water Resources Bureau, Tianjin 300300, China;
    3. Tianjin Water Recycling Co., Ltd., Tianjin 300381, China;
    4. Tianjin City Net Project Management Co., Ltd., Tianjin 300350, China
  • Received:2007-03-06 Revised:2007-03-06 Online:2007-09-20 Published:2010-10-01

摘要:

通过对天津纪庄子再生水厂原水(污水厂二级出水)进行混凝试验研究,讨论了投药种类、投药量、搅拌强度、pH、温度等因素对混凝效果的影响。初步遴选出最优的凝聚剂、絮凝剂,并确定其投加量为PAM1.0mg/L,PAC14mg/L,在此投加量下达到了较好的处理效果,浊度、TP、COD去除率分别为91.43%、92.41%、62.12%。通过正交试验确定混凝沉淀工艺的最佳混凝条件:快搅45s,快搅速度150r/min;慢搅20min,慢搅速度50r/min。并且运用统计原理和统计处理软件(SAS系统)建立了确定凝聚剂投加量的数学模型。

关键词: 再生水回用, 混凝沉淀, 絮凝剂

Abstract:

A study on coagulation and sedimentation technology in Tianjin Jizhuanzi regenerated water plant has been carried on. The influent is from the effluent of urban wastewater secondary disposal plant. The effects of the kind of coagulant, the optimal adding dose, pH, temperature, etc. on the coagulation and sedimentation have been analyzed. As a result the optimal coagulant and flocculant have been obtained. The optimal adding dose is PAM1.0mg/L, PAC 14 mg/L; and removal rate of turbidity, TP, COD are 91.43, 92.41%, 62.12% respectively. Orthogonal experiment has been carried to optimal parameter of coagulating process: rapid stir time is 45 s, rapid stir rate is 150 r/min; slow stir time is 20 min, slow stir rate is 50 r/min. Besides, math model about coagulation and sedimentation is established though statistics theory and statistics treatment software(SAS system) .

Key words: regenerated water reuse, coagulation and sedimentation, flocculant

中图分类号: