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草业学报 ›› 2012, Vol. 21 ›› Issue (3): 314-318.

• 研究简报 • 上一篇    

模拟白洋淀芦苇湿地系统对鸭粪废水中磷的净化研究

刘超1,律琳琳2,谢建治1*,田在峰3,胡晓波3   

  1. 1.河北农业大学,河北 保定 071001;
    2.首钢京唐钢铁联合有限责任公司,河北 唐山 063200;
    3.河北省环境科学研究院,河北 石家庄 050000
  • 出版日期:2012-06-20 发布日期:2012-06-20
  • 通讯作者: E-mail:xjianzhi@126.com
  • 作者简介:刘超(1986-),女,河北保定人,在读硕士。
  • 基金资助:
    国家水专项子课题(No.2008ZX07209-007-05,No.2008ZX07209-008-05)资助。

Phosphorus purification of duck wastewater in Baiyangdian Lake basing
on a simulated reed wetland system

LIU Chao1, LV Lin-lin2, XIE Jian-zhi1, TIAN Zai-feng3, HU Xiao-bo3   

  1. 1.Agricultural university of Hebei, Baoding 071001, China;
    2.Shougang Jingtang United Iron and Steel Co. Ltd, Tangshan 063200, China;
    3.Hebei Research Academy of Environmental Science, Shijiazhuang 050000, China)
  • Online:2012-06-20 Published:2012-06-20

摘要: 通过原状芦苇土柱灌溉鸭粪废水的室内模拟试验,探讨了芦苇湿地系统对废水中总磷的净化规律,并估算了芦苇湿地系统的磷环境容量,结果表明,在低、中、高浓度的鸭粪废水处理下,芦苇生物量分别比对照增加36.1%,24.4%,24.3%。不同时期的芦苇湿地系统对鸭粪废水中总磷的去除效果均十分明显,去除率达到98%左右;水力停留时间达到3 d后,芦苇湿地系统对废水中总磷的净化过程趋于缓慢。不同时期的芦苇湿地系统对废水总磷的净化均遵从乘幂函数方程,当温度T=23℃时,芦苇湿地系统对废水中总磷的净化效果最佳,在高浓度处理条件下所需水力停留时间最短,参与净化苇地面积最小,方案最佳,以此为依据核算出芦苇湿地系统的磷环境容量约为171.71 t/a。

Abstract: An indoor experiment using undisturbed soil columns from Baiyangdian Lake was carried out to elucidate the purification dynamics of total phosphorus (TP) in a reed growing system and to estimate the environmental capacity of TP. Compared with the control, the reed biomass in duck wasterwater increased by 36.1%, 24.4%, and 24.3%, in the low, medium, and high concentrations respectively of TP. By using the reed wetland system, the TP removal from the duck wastewater was very obvious at different time periods and the removal efficiency reached up to 98%. The purification process of TP tended to decline when the hydraulic retention time was over 3 days. The TP purification of this ecosystem in different periods fitted a power function equation and the best purification efficiency was achieved when the temperature was 23℃. It showed that the best removal effect associated with the shortest hydraulic retention time and the smallest area may be achieved when this system is used to purify high P wastewater and thus ane environmental capacity of 171.71 t/a for TP was calculated.

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