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改进型波形潜流人工湿地处理猪场废水
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
作者姓名:王妍艳  张彩莹  安可栋  卢阿虔  王岩
作者单位:1. 郑州大学化工与能源学院,郑州,450001
2. 郑州大学化工与能源学院,郑州450001 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%。

关 键 词:改进型波形潜流人工湿地  猪场废水  污染物去除  水力停留时间

Swine wastewater treatment with improved wavy-subsurface-flow-constructed-wetland
Wang Yanyan,Zhang Caiying,An Kedong,Lu Aqian and Wang Yan. Swine wastewater treatment with improved wavy-subsurface-flow-constructed-wetland[J]. Techniques and Equipment for Environmental Pollution Control, 2012, 6(9): 2947-2952
Authors:Wang Yanyan  Zhang Caiying  An Kedong  Lu Aqian  Wang Yan
Affiliation:School of Chemical and Energy Engineering, Zhengzhou University, Zhengzhou 450001,China;School of Chemical and Energy Engineering, Zhengzhou University, Zhengzhou 450001,China;School of Life Science and Technology, Nanyang Normal University, Nanyang 473061,China;School of Chemical and Energy Engineering, Zhengzhou University, Zhengzhou 450001,China;School of Chemical and Energy Engineering, Zhengzhou University, Zhengzhou 450001,China;School of Chemical and Energy Engineering, Zhengzhou University, Zhengzhou 450001,China
Abstract:An improved wavy subsurface flow constructed wetland(IW-SFCW) was proposed. The effect of this wetland system on the treatment of swine wastewater in five hydraulic retention time(HRT) was studied. The results showed that: COD, TP, TN and NH4+-N of swine wastewater can be removed well with this system.In the HRT 4 d, influent COD, TN, NH4 +-N, TP concentrations were 511 mg/L, 120 mg/L, 110 mg/L, 10 mg/L or so, the removal efficiencies of COD, NH4+-N, TN and TP were 86.0%, 54.4%, 70.1% and 91.6%, respectively. Besides, the removal efficiency of COD and TP improved gradually with the HRT extension. In the best adapt HRT 8 d,the removal efficiencies of COD and TP reached 92.7% and 96.8%, respectively. But the removal efficiency of TN and NH4+-N increased firstly and then decreased with the HRT extension. In the best adapt HRT 4 d, the removal efficiencies of TN and NH4+-N in the wetland system were 54.4% and 70.1%, respectively.
Keywords:IW-SFCW  swine wastewater  pollutant removal  HRT
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