微孔曝气变速氧化沟循环特性的中试研究

杨亚红, 彭党聪, 李磊, 郑阳光, 韩芸. 微孔曝气变速氧化沟循环特性的中试研究[J]. 环境工程学报, 2013, 7(4): 1336-1340.
引用本文: 杨亚红, 彭党聪, 李磊, 郑阳光, 韩芸. 微孔曝气变速氧化沟循环特性的中试研究[J]. 环境工程学报, 2013, 7(4): 1336-1340.
Yang Yahong, Peng Dangcong, Li Lei, Zheng Yangguang, Han Yun. Pilot study on flow characteristics of a variable-velocity oxidation ditch with fine bubble[J]. Chinese Journal of Environmental Engineering, 2013, 7(4): 1336-1340.
Citation: Yang Yahong, Peng Dangcong, Li Lei, Zheng Yangguang, Han Yun. Pilot study on flow characteristics of a variable-velocity oxidation ditch with fine bubble[J]. Chinese Journal of Environmental Engineering, 2013, 7(4): 1336-1340.

微孔曝气变速氧化沟循环特性的中试研究

  • 基金项目:

    国家水体污染控制与治理重大专项(2009ZX07317-009)

  • 中图分类号: X703.1

Pilot study on flow characteristics of a variable-velocity oxidation ditch with fine bubble

  • Fund Project:
  • 摘要: 氧化沟工艺被广泛应用于脱氮除磷系统,其沟宽和流速均相等,这使得缺氧段和微孔曝气段因水流连续性均有相同的不沉降水平流速,造成曝气区流速高,推进能耗大。基于节能理念,为验证氧化沟变速的可行性,对中试变速氧化沟进行实际流速测定,结果表明,变速氧化沟在沟宽0.4 m处,其断面平均流速约为0.15 m/s;在沟宽1.2 m处,其断面平均流速约为0.07 m/s,上述2种沟宽实际流速比值与其对应的理论流速比3∶1相比较小,但该结论验证了氧化沟变速的可行性。另外,对沟内易沉降点不同水深处沉降比和SS分布进行测定,未出现较大的差值,结合长期工艺表面观察未发现泥水分离和泥块上浮现象。
  • [1] Xia Shibin, Liu Junxin. An innovative integrated oxidation ditch with vertical circle for domestic wastewater treatment.Process Biochemistry, 2004,39(9):1111-1117
    [2] Thkre S. B., Bhuyar L. B., Deshmukh S. J.Oxidation ditch process using curved blade rotor as aerator. International Journal of Environmental Science and Technology, 2009,6(1):113-122
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    [9] Koen Blanckaert, Walter H. Graf.Mean flow and turbulence in open-channel bend.Journal of Hydraulic Engineering,2001,127(10):835-847
    [10] Van Balena W., Blanckaertab K., Uijttewaal W. S. J.Analysis of the role of turbulence in curved open-channel flow at different water depths by means of experiments,LES and RANS.Journal of Turbulence,2010,11(12):1-34
    [11] Abdul Karim Barbhuiya, Sumit Talukdar.Scour and three dimensional turbulent flow fields measured by ADV at a 90° horizontal forced bend in a rectangular channel.Flow Measurement and Instrumentation,2010,21(3):312-321
    [12] 孙一,赵小娥,王协康.弯道水流对下游回水响应特征试验研究.水科学进展,2010,21(5):600-605 Sun Yi,Zhao Xiaoe,Wang Xiekang,Wang Xiekang.Experimental study of bend flow response to downstream backwater.Advance in Water Science,2010,21(5):600-605(in Chinese)
    [13] 童思陈,许光祥,钟亮.弯道水流纵向流速剖面的试验研究.水力发电学报,2010,29(4):84-88 Tong Sichen,Xu Guangxiang,Zhong Liang.Experimental study on the vertical profiles of longitudinal velocity of flow in a curved conduit.Journal of Hydroelectric Engineering,2010,29(4):84-88(in Chinese)
    [14] 陈启刚,钟强,李丹勋,等. 明渠弯道水流平均运动规律试验研究.水科学进展,2012,23(3):369-375 Chen Qigang,Zhong Qiang,Li Danxun,et al. Experimental study of open channel flow in a bend.Advance in Water Science,2012,23(3):369-375(in Chinese)
    [15] 李伟民,邓荣森,王涛,等. 水下推进器单独运行时一体化氧化沟流态试验研究.给水排水, 2001,27(12):19-22 Li Weiming, Deng Rongsen, Wang Tao, et al. Experimental research on flow pattern of integrated oxidation ditch solely driven by submersed flow driver. Water & Wastewater Engineering, 2001,27(12):19-22(in Chinese)
    [16] 邓荣森,张贤彬,潘江浚,等.一体化氧化沟混合液循环流动情况实验研究.给水排水,1998,24(2):12-17 Deng Rongsen, Zhang Xianbin, Pan Jiangjun,et al.Integrated oxidation ditch mixture circulation flow experimental research. Water & Wastewater Engineering, 1998,24(2):12-17(in Chinese)
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出版历程
  • 收稿日期:  2012-11-29
  • 刊出日期:  2013-04-09
杨亚红, 彭党聪, 李磊, 郑阳光, 韩芸. 微孔曝气变速氧化沟循环特性的中试研究[J]. 环境工程学报, 2013, 7(4): 1336-1340.
引用本文: 杨亚红, 彭党聪, 李磊, 郑阳光, 韩芸. 微孔曝气变速氧化沟循环特性的中试研究[J]. 环境工程学报, 2013, 7(4): 1336-1340.
Yang Yahong, Peng Dangcong, Li Lei, Zheng Yangguang, Han Yun. Pilot study on flow characteristics of a variable-velocity oxidation ditch with fine bubble[J]. Chinese Journal of Environmental Engineering, 2013, 7(4): 1336-1340.
Citation: Yang Yahong, Peng Dangcong, Li Lei, Zheng Yangguang, Han Yun. Pilot study on flow characteristics of a variable-velocity oxidation ditch with fine bubble[J]. Chinese Journal of Environmental Engineering, 2013, 7(4): 1336-1340.

微孔曝气变速氧化沟循环特性的中试研究

  • 1.  西安建筑科技大学环境与市政工程学院, 西安710055
  • 2.  兰州理工大学土木工程学院, 兰州730050
基金项目:

国家水体污染控制与治理重大专项(2009ZX07317-009)

摘要: 氧化沟工艺被广泛应用于脱氮除磷系统,其沟宽和流速均相等,这使得缺氧段和微孔曝气段因水流连续性均有相同的不沉降水平流速,造成曝气区流速高,推进能耗大。基于节能理念,为验证氧化沟变速的可行性,对中试变速氧化沟进行实际流速测定,结果表明,变速氧化沟在沟宽0.4 m处,其断面平均流速约为0.15 m/s;在沟宽1.2 m处,其断面平均流速约为0.07 m/s,上述2种沟宽实际流速比值与其对应的理论流速比3∶1相比较小,但该结论验证了氧化沟变速的可行性。另外,对沟内易沉降点不同水深处沉降比和SS分布进行测定,未出现较大的差值,结合长期工艺表面观察未发现泥水分离和泥块上浮现象。

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