改进型波形潜流人工湿地处理猪场废水

王妍艳, 张彩莹, 安可栋, 卢阿虔, 王岩. 改进型波形潜流人工湿地处理猪场废水[J]. 环境工程学报, 2012, 6(9): 2947-2952.
引用本文: 王妍艳, 张彩莹, 安可栋, 卢阿虔, 王岩. 改进型波形潜流人工湿地处理猪场废水[J]. 环境工程学报, 2012, 6(9): 2947-2952.
Wang Yanyan, Zhang Caiying, An Kedong, Lu Aqian, Wang Yan. Swine wastewater treatment with improved wavy-subsurface-flow-constructed-wetland[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 2947-2952.
Citation: Wang Yanyan, Zhang Caiying, An Kedong, Lu Aqian, Wang Yan. Swine wastewater treatment with improved wavy-subsurface-flow-constructed-wetland[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 2947-2952.

改进型波形潜流人工湿地处理猪场废水

  • 基金项目:

    国家"水体污染控制与治理"科技重大专项(2009ZX07010-004)

  • 中图分类号: X703.1

Swine wastewater treatment with improved wavy-subsurface-flow-constructed-wetland

  • Fund Project:
  • 摘要: 提出了一种改进型波形潜流人工湿地(improved wavy subsurface flow constructed wetland,IW-SFCW)并研究了该湿地系统在5个水力停留时间(hydraulic retention time,HRT) (2、3、4、6和8 d)下对猪场废水的处理效果。结果表明,该湿地系统对猪场废水中各污染物有较好的去除效果。在水力停留时间为4 d,进水COD、TN、NH4+-N和TP浓度分别为511、120、110和10 mg/L左右时,该湿地系统对COD、TN、NH4+-N和TP的去除率分别为86.0%、54.4%、70.1%和91.6%。此外,该湿地系统对废水中COD、TP的去除效率随水力停留时间的延长逐渐提高,在HRT=8 d时去除效果最好,去除率分别达到92.7%和96.8%;但对TN、NH4+-N的去除率却随水力停留时间的延长出现先上升后下降的趋势,在HRT=4 d时去除率最高,分别为54.4%和70.1%。
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    [2] 刘万杨,郑大为.复合人工湿地系统对生活污水的净化效果.环境保护科学,2009,35(2):52-55 Liu W.Y., Zheng D.W. Purification efficiency for sewage by hybrid constructed wetlands treatment systems. Environmental Protection Sciences, 2009,35(2):52-55(in Chinese)
    [3] 何成达,谈玲,葛丽英,等.波式潜流人工湿地处理生活污水的试验研究.农业环境科学学报,2004,23(4):766-769 He C.D., Tan L., Ge L.Y., et al. Application of wavy subsurface constructed wetland in treating domestic sewage. Journal of Agro-Environment Science, 2004,23(4):766-769(in Chinese)
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    [5] 任拥政,章北平,海本增.利用充氧和回流强化波形潜流人工湿地的脱氮效果.环境科学,2007,28(12):2700-2704 Ren Y.Z., Zhang B.P., Hai B.Z. Removal nitrogen in wavy subsurface-flow constructed wetland utilizing aeration and recirculation. Environmental Science, 2007,28(12):2700-2704(in Chinese)
    [6] 王晟,徐祖信,李怀正.潜流湿地处理生活污水时的强化方法.环境科学,2006,27(12):2432-2438 Wang S., Xu Z.X., Li H.Z. Enhancement strategies in vertical flow constructed wetlands for domestic wastewater treatment. Environmental Science, 2006,27(12):2432-2438(in Chinese)
    [7] 国家环境保护总局.水和废水监测分析方法(第4版).北京:中国环境科学出版社,2002
    [8] John A., Nielsen P. H.Cell biomass and exopolymer compositions in sewer biofilm.Wat. Sci. Tech.,1998,37(3):17-24
    [9] Tuncsiper B. Nitrogen removal in a combined vertical and horizontal subsurface-flow constructed wetland system. Desalination,2009,247(1-3):466-475
    [10] 贾文林,吴娟,武爱国,等.碳氮比对人工湿地污水处理效果的影响.环境工程学报,2010,4(4):767-770 Jia W.L., Wu J., Wu A.G., et al. Effect of influent C/N ration on performance of wastewater treatment in constructed wetlands. Chinese Journal of Environmental Engineering, 2010,4(4):767-770(in Chinese)
    [11] 赵联芳,朱伟,赵建.人工湿地处理低碳氮比污染河水时的脱氮机理.环境科学学报,2006,26(11):1821-1826 Zhao L.F., Zhu W., Zhao J. Nitrogen removal mechanism in constructed wetland used for treating polluted river water with lower ratio of carbon to nitrogen. Acta Scientiae Circumstantiae 2006,26(11):1821-1826(in Chinese)
    [12] 翟旭.HRT和污水浓度对不同植物人工湿地系统净化效果的影响.杨凌:西北农林科技大学硕士学位论文,2009 Zhai X. Influence of hydraulic retention tome and wastewater concentration by the plants in constructed wetland. Yangling: Master Dissertation of Northwest A & F University,2009(in Chinese)
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  • 收稿日期:  2011-01-29
  • 刊出日期:  2012-09-14
王妍艳, 张彩莹, 安可栋, 卢阿虔, 王岩. 改进型波形潜流人工湿地处理猪场废水[J]. 环境工程学报, 2012, 6(9): 2947-2952.
引用本文: 王妍艳, 张彩莹, 安可栋, 卢阿虔, 王岩. 改进型波形潜流人工湿地处理猪场废水[J]. 环境工程学报, 2012, 6(9): 2947-2952.
Wang Yanyan, Zhang Caiying, An Kedong, Lu Aqian, Wang Yan. Swine wastewater treatment with improved wavy-subsurface-flow-constructed-wetland[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 2947-2952.
Citation: Wang Yanyan, Zhang Caiying, An Kedong, Lu Aqian, Wang Yan. Swine wastewater treatment with improved wavy-subsurface-flow-constructed-wetland[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 2947-2952.

改进型波形潜流人工湿地处理猪场废水

  • 1.  郑州大学化工与能源学院,郑州 450001
  • 2.  南阳师范学院生命科学与技术学院,南阳 473061
基金项目:

国家"水体污染控制与治理"科技重大专项(2009ZX07010-004)

摘要: 提出了一种改进型波形潜流人工湿地(improved wavy subsurface flow constructed wetland,IW-SFCW)并研究了该湿地系统在5个水力停留时间(hydraulic retention time,HRT) (2、3、4、6和8 d)下对猪场废水的处理效果。结果表明,该湿地系统对猪场废水中各污染物有较好的去除效果。在水力停留时间为4 d,进水COD、TN、NH4+-N和TP浓度分别为511、120、110和10 mg/L左右时,该湿地系统对COD、TN、NH4+-N和TP的去除率分别为86.0%、54.4%、70.1%和91.6%。此外,该湿地系统对废水中COD、TP的去除效率随水力停留时间的延长逐渐提高,在HRT=8 d时去除效果最好,去除率分别达到92.7%和96.8%;但对TN、NH4+-N的去除率却随水力停留时间的延长出现先上升后下降的趋势,在HRT=4 d时去除率最高,分别为54.4%和70.1%。

English Abstract

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