曝气对水平潜流人工湿地水力特性的影响

白少元, 丁彦礼, 解庆林, 游少鸿, 许健, 杨宗魁. 曝气对水平潜流人工湿地水力特性的影响[J]. 环境工程学报, 2014, 8(8): 3304-3308.
引用本文: 白少元, 丁彦礼, 解庆林, 游少鸿, 许健, 杨宗魁. 曝气对水平潜流人工湿地水力特性的影响[J]. 环境工程学报, 2014, 8(8): 3304-3308.
Bai Shaoyuan, Ding Yanli, Xie Qinglin, You Shaohong, Xu Jian, Yang Zongkui. Effect of aeration on hydraulic characteristics of horizontal subsurface flow constructed wetlands[J]. Chinese Journal of Environmental Engineering, 2014, 8(8): 3304-3308.
Citation: Bai Shaoyuan, Ding Yanli, Xie Qinglin, You Shaohong, Xu Jian, Yang Zongkui. Effect of aeration on hydraulic characteristics of horizontal subsurface flow constructed wetlands[J]. Chinese Journal of Environmental Engineering, 2014, 8(8): 3304-3308.

曝气对水平潜流人工湿地水力特性的影响

  • 基金项目:

    广西科学研究与技术开发计划项目(桂科攻1140002-1-2)

    广西自然科学基金资助项目(2013GXNSFBA019210)

    广西危险废物处置产业化人才小高地项目

  • 中图分类号: X703.1

Effect of aeration on hydraulic characteristics of horizontal subsurface flow constructed wetlands

  • Fund Project:
  • 摘要: 通过构建曝气及未曝气潜流人工湿地小试实验系统,以NaCl为示踪剂开展示踪实验,研究曝气对人工湿地水力特性的影响。实验结果表明,两对比系统均存在不同程度的短流及死区现象,短流主要发生在床体表层,而死区则存在于床体底层。其中未曝气人工湿地系统的流场分布不均匀现象较为严重,示踪剂滞留在床体底层难以回收,系统水力效率较低(0.56)。比较而言,由于气流对水体的扰动作用,曝气对人工湿地系统水力效率有明显改善作用,减缓了床体表层水流速度,提高了示踪剂回收率,缩小了死区的范围,曝气人工湿地系统的水力效率为0.75。
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  • [1] Knowles P. R., Griffin P., Davies P. A. Complementary methods to investigate the development of clogging within a horizontal sub-surface flow tertiary treatment wetland. Water Research, 2010,44(1): 320-330
    [2] Cooper D., Griffin P., Cooper P. F. Factors affecting the longevity of sub-surface horizontal flow systems operating as tertiary treatment for sewage effluent. In: Vymazal, J., Wastewater Treatment, Plant Dynamics and Management in Constructed and Natural Wetlands. Backhuys Publishers, Leiden, The Netherlands, 2008
    [3] 陈腾殊, 白少元, 王敦球, 等. 基质结构对水平潜流人工湿地净化效果影响. 环境工程学报, 2012,6(10):3449-3454 Chen Tengshu, Bai Shaoyuan, Wang Dunqiu, et al. Effect of substrate structure on the purification performances of horizontal subsurface flow constructed wetlands. Chinese Journal of Environmental Engineering, 2012,6(10):3449-3454 (in Chinese)
    [4] Claudiane O. P., Florent C., Yves C. Artificial aeration to increase pollutant removal efficiency of constructed wetlands in cold climate. Ecological Engineering, 2006,27(3):258-264
    [5] Zhang L. Y., Zhang L., Liu Y. D., et al. Effect of limited artificial aeration on constructed wetland treatment of domestic wastewater. Desalination, 2010, 250 (3):915-920
    [6] Wieβner U., Kappelmeyer U., Kuschk P., et al. Influence of the redox condition dynamics on the removal efficiency of a laboratory-scale constructed wetland. Water Research, 2005, 39 (1) 248-256
    [7] Gabriel M. L., Roxane M., Jacques B., et al. Nitrogen transformations and retention in planted andartificially aerated constructed wetlands. Water Research, 2009,43(2):535-545
    [8] Chazarenc F., Gagnon V., Comeau Y., et al. Effect of plant and artificial aeration on solids accumulation and biological activities in constructed wetlands. Water Research, 2009, 35(6):1005-1010
    [9] Chazarenc F.,Merlin G.,Gonthier Y. Hydrodynamics of horizontal subsurface flow constructed wetlands. Ecological Engineering,2003,21(2):165-173
    [10] Ta C. T., Brignal W. J. Application of computational fluid dynamics technique to storage reservoir studies. Water Science and Technology, 1998, 137(2): 219-226
    [11] Thackston E. L., Shields J. F. D., Schroeder P. R. Residence time distribution of shallow basins. Ecological Engineering, 1987, 113(6): 1319-1332
    [12] Persson J., Somes N. L. G., Wong T. H. F. Hydraulics efficiency of constructed wetlands and ponds. Water Science and Technology, 1999,140(3):291-300
    [13] 宋新山, 张涛, 严登华, 等. 不同布水方式下水平潜流人工湿地的水力效率. 环境科学学报, 2010, 30 (1): 117-123 Song X. S., Zhang T., Yan D. H., et al. Hydraulic efficiency of horizontal subsurface flow constructed wetlands for differential inflow configuration. Acta Scientiae Circumstantiae, 2010, 30 (1): 117-123 (in Chinese)
    [14] Ronkanen A. K., Klve B. Hydraulics and flow modeling of water treatment wetlands constructed on peat lands in Northern Finland. Water Research, 2008,42(14): 3826-3836
    [15] 宋新山, 邓伟.基于连续性扩散流的湿地表面水流动力学模型.水利学报,2007,37(10): 1166-1171 Song Xin shan, Deng Wei. Mathematical model for continuous diffusion flow on wetland surface. Journal of Hydraulic Engineering, 2007,37(10): 1166-1171 (in Chinese)
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出版历程
  • 收稿日期:  2013-10-28
  • 刊出日期:  2014-07-31
白少元, 丁彦礼, 解庆林, 游少鸿, 许健, 杨宗魁. 曝气对水平潜流人工湿地水力特性的影响[J]. 环境工程学报, 2014, 8(8): 3304-3308.
引用本文: 白少元, 丁彦礼, 解庆林, 游少鸿, 许健, 杨宗魁. 曝气对水平潜流人工湿地水力特性的影响[J]. 环境工程学报, 2014, 8(8): 3304-3308.
Bai Shaoyuan, Ding Yanli, Xie Qinglin, You Shaohong, Xu Jian, Yang Zongkui. Effect of aeration on hydraulic characteristics of horizontal subsurface flow constructed wetlands[J]. Chinese Journal of Environmental Engineering, 2014, 8(8): 3304-3308.
Citation: Bai Shaoyuan, Ding Yanli, Xie Qinglin, You Shaohong, Xu Jian, Yang Zongkui. Effect of aeration on hydraulic characteristics of horizontal subsurface flow constructed wetlands[J]. Chinese Journal of Environmental Engineering, 2014, 8(8): 3304-3308.

曝气对水平潜流人工湿地水力特性的影响

  • 1.  桂林理工大学广西矿冶与环境科学实验中心, 桂林 541004
  • 2.  广西环境污染控制理论与技术重点实验室, 桂林 541004
基金项目:

广西科学研究与技术开发计划项目(桂科攻1140002-1-2)

广西自然科学基金资助项目(2013GXNSFBA019210)

广西危险废物处置产业化人才小高地项目

摘要: 通过构建曝气及未曝气潜流人工湿地小试实验系统,以NaCl为示踪剂开展示踪实验,研究曝气对人工湿地水力特性的影响。实验结果表明,两对比系统均存在不同程度的短流及死区现象,短流主要发生在床体表层,而死区则存在于床体底层。其中未曝气人工湿地系统的流场分布不均匀现象较为严重,示踪剂滞留在床体底层难以回收,系统水力效率较低(0.56)。比较而言,由于气流对水体的扰动作用,曝气对人工湿地系统水力效率有明显改善作用,减缓了床体表层水流速度,提高了示踪剂回收率,缩小了死区的范围,曝气人工湿地系统的水力效率为0.75。

English Abstract

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