吉林大学学报(地球科学版)

• 地质工程与环境工程 • 上一篇    下一篇

流态化多级速度梯度混凝反应对絮体的保护作用

鲁雅梅1,王瑶1,周丹丹1,赵文元1,王冰2,杨翠华3   

  1. 1.吉林大学地下水资源与环境教育部重点实验室,长春130021;
    2.长春水务集团南岭净水厂,长春130021;
    3.天津中建国际工程设计有限公司, 天津300451
  • 收稿日期:2013-02-12 出版日期:2013-09-26 发布日期:2013-09-26
  • 通讯作者: 周丹丹(1980-),女,副教授,主要从事污水处理与资源化研究 E-mail:zhoudandan415@163.com
  • 作者简介:鲁雅梅(1975-),女,讲师,主要从事污水处理与资源化研究,E-mail:554191892@qq.com
  • 基金资助:

    国家自然科学基金项目( 50908096 , 50908097)

Protection of the Flocs by the Multi-Stage Velocity Gradients Based on Fluidized Station

Lu Yamei1, Wang Yao1, Zhou Dandan1, Zhao Wenyuan1, Wang Bing2, Yang Cuihua3   

  1. 1.Key Laboratory of Groundwater Resources and Environment of Ministry of Education,Jilin University, Changchun130021, China;
    2.Nanling Water Purification Plant of Changchun Water Group, Changchun130021, China;
    3.Tianjin China State Construction International Design Co. Ltd, Tianjin300451, China
  • Received:2013-02-12 Online:2013-09-26 Published:2013-09-26

摘要:

多级速度梯度的建立理论上可为絮体的成长创造更理想的环境。目前对流化床混凝工艺的研究多是基于单级速度梯度开展的。以粒径为800 μm 和1 200 μm的树脂颗粒为固相,建立多级速度梯度流化床混凝装置,探讨絮体的成长与形态特征。研究结果表明:在单级速度梯度流化床混凝装置中,当以1 200 μm树脂颗粒为固相颗粒、混凝时间为50.3 s时,絮体发生破碎,混凝效率较混凝时间为41.8 s时降低3%;相同初始填充高度的多级速度梯度条件下,絮体尺寸随着混凝时间的延长而逐渐增加,由5.7 μm成长至70.0~75.0 μm,同时混凝效率也较单级速度梯度下提高了5%~10%。絮体之间的碰撞为絮体成长的主要模式。

关键词: 流化床, 速度梯度, 混凝, 分形维数

Abstract:

Theoretically, multi-stage velocity gradients contribute to a more suitable environment for flocs growth. However, most studies on the fluidized bed flocculator were based on the single stage velocity gradient by now. Multi-stage velocity gradients were set up with 800 μm and 1 200 μm resin particles as solid phases in this work, and the growth and morphological characteristics of the formed flocs were especially studied. The formed flocs were broken according to size distribution figure in the single-stage velocity gradient fluidized bed with solid phase of 1 200 μm resin particles and a flocculation time of 50.3 s. As a result, the flocculation efficiency decreased 3% as compared with that operated for a flocculation time of 41.8 s. It should be noticed that the size of the flocs increased continuously from 5.7 μm to 70.0-75.0 μm as the flocculation time extended in the multi-stage velocity gradient fluidized bed flocculator. Meanwhile, the flocculation efficiency increased 5%-10% compared with the bed operated under single-stage velocity gradient. The collision among the mini-flocs was the main growth model of the flocs.

Key words: fluidized bed, velocity gradient, flocculation, fractal dimension

中图分类号: 

  • X131.2
[1] 宿晓萍,王清,王文华,孙昊月. 季节冻土区盐渍土环境下混凝土抗冻耐久性机理[J]. 吉林大学学报(地球科学版), 2014, 44(4): 1244-1253.
[2] 宿晓萍,王清. 复合盐与干湿循环双重因素作用下混凝土耐久性试验[J]. 吉林大学学报(地球科学版), 2013, 43(3): 851-857.
[3] 周丹丹,赵文元,王君,谭传雄,董双石,崔宁. 流化床混凝装置中多级速度梯度的建立及其对混凝反应的影响[J]. 吉林大学学报(地球科学版), 2012, 42(6): 1896-1902.
[4] 周丹丹, 刘孟媛, 侯典训, 王紫嫣, 梁爽, 董双石. 连续流气提式流化床启动过程中好氧颗粒污泥的形成机制[J]. J4, 2012, 42(1): 212-219.
[5] 陈涛, 罗伟, 张凤君, 于泷, 张国立. 以改性蛭石为填料的生物流化床法处理低C/N污水的应用[J]. J4, 2010, 40(2): 394-398.
[6] 肖云华,王 清,陈剑平,邱道宏. 隧道围岩超欠挖与节理和洞轴线之间的关系[J]. J4, 2008, 38(3): 455-0459.
[7] 刘 峰,张兰英,刘 鹏,郎咸明,杨 楠,梁淑清. 混凝和膜分离联用处理制药废水二级出水中试试验[J]. J4, 2008, 38(3): 468-0472.
[8] 程祖锋,孙秀娟,崔吉馨. 混凝土腐蚀的正交试验研究[J]. J4, 2007, 37(5): 978-0982.
[9] 姜 楠,马小凡,王鹤立. RTD对内循环三相生物流化床脱氨氮效率的影响[J]. J4, 2006, 36(04): 605-608.
[10] 黄继国,魏海娟,王立军,王铁军,俞 双,黄国鑫. 三相生物流化床处理啤酒废水[J]. J4, 2005, 35(04): 510-0514.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!