自来水厂后臭氧接触池进水流量的在线软测量方法
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:On-line Soft Measurement of Influent Flow Rate of Post-ozonation Contact Reactor in Water Treatment Plant
  • 作者:蒋福春 ; 王冬生
  • 英文作者:JIANG Fu-chun;WANG Dong-sheng;Suzhou Water Supply Co.Ltd.;College of Automation,Nanjing University of Posts and Telecommunications;
  • 关键词:自来水厂 ; 后臭氧接触池 ; 进水流量 ; 软测量
  • 英文关键词:water treatment plant;;post-ozonation contact reactor;;influent flow rate;;soft measurement
  • 中文刊名:GSPS
  • 英文刊名:China Water & Wastewater
  • 机构:苏州市自来水有限公司;南京邮电大学自动化学院;
  • 出版日期:2019-01-01
  • 出版单位:中国给水排水
  • 年:2019
  • 期:v.35;No.477
  • 基金:国家水体污染控制与治理科技重大专项(2017ZX07201001);; 国家自然科学基金资助项目(51708299);; 苏州市科技计划项目(SS201803);; 苏州市水利水务科技项目(2018007)
  • 语种:中文;
  • 页:GSPS201901010
  • 页数:5
  • CN:01
  • ISSN:12-1073/TU
  • 分类号:51-55
摘要
针对自来水厂后臭氧接触池进水流量无法在线测量的问题,提出了一种后臭氧接触池进水流量的在线软测量方法。首先,通过在线测试获得后臭氧接触池进水前提升泵房的各台提升泵运行在最大工作扬程和最小工作扬程下的频率-流量关系曲线;然后,计算生成当前工作扬程下的频率-流量关系曲线,并由此获得提升泵当前频率对应的实时流量;最后,计算提升泵房所有运转提升泵的出水流量之和,从而获得后臭氧接触池进水流量软测量值。实际应用结果表明,与先前的以活性炭滤池出水流量计的数值作为参考流量相比,提出的软测量方法能更准确地反映后臭氧接触池的实时进水流量,根据这一基准流量进行臭氧投加可使后臭氧接触池出水余臭氧浓度更加平稳,为后臭氧投加精确控制奠定了基础。
        An on-line soft measurement method was proposed to measure the influent flow rate of the post-ozonation contact reactor. First,the relationship between frequency and flow rate under the maximum and minimum working head of each pump in the pumping station before the post-ozonation contact reactor was developed through on-line tests. Second,the relationship curve between frequency and flow rate under the current working head was calculated to determine the real-time flow rate of the pump under current frequency. Finally,the total effluent flow rate from the pumping station was calculated,and the real-time influent flow rate of the post-ozonation contact reactor was obtained. The results showed that,in comparison with existing method which used effluent flow rate of the biological activated carbon filter as a reference,the soft measurement method proposed was more accurate to quantify the real-time influent flow rate of the post-ozonation contact reactor. The ozone residual in the effluent of the post-ozonation contact reactor was more stable under this baseline flow rate,which provided a basis for the accurate control of ozone dosing.
引文
[1]张晓娜,何嘉莉,刘清华,等.前置臭氧/活性炭与常规工艺处理微污染水的对比[J].中国给水排水,2018,34(3):48-51.Zhang Xiaona,He Jiali,Liu Qinghua,et al.Comparative analysis on treatment of micro-polluted source water by pre-ozonation/BAC process and conventional process[J].China Water&Wastewater,2018,34(3):48-51(in Chinese).
    [2]笪跃武,顾新春,胡侃,等.水厂O3-BAC深度处理工艺系统的运行管理[J].中国给水排水,2013,29(18):48-55.Da Yuewu,Gu Xinchun,Hu Kan,et al.Discussion on management of O3/BAC advanced treatment process in waterworks[J].China Water&Wastewater,2013,29(18):48-55(in Chinese).
    [3]安东,乐林生.太湖流域安全饮用水保障技术示范工程---上海杨树浦水厂新建深度处理与污泥处置部分[J].给水排水,2006,32(8):5-8.An Dong,Le Linsheng.Demonstration engineering for safe drinking water ensuring technology in the Tai Lake Valley-Advanced water and sludge treatment part of Yangshupu Waterworks in Shanghai[J].Water&Wastewater Engineering,2006,32(8):5-8(in Chinese).
    [4]王海亮,郑永菊,朱洁,等.水厂深度处理工艺中臭氧投加量探讨[J].净水技术,2010,29(5):73-79.Wang Hailiang,Zheng Yongju,Zhu Jie,et al.Ozone dosage of advanced treatment processes for raw water from Huangpu River[J].Water Purification Technology,2010,29(5):73-79(in Chinese).

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700