采用复合滤池-人工湿地组合工艺处理城市高污染水,考察了组合工艺对污染物的去除效果及稳定性的影响。结果表明, 有机物的降解和硝化主要在滤池中完成,氮、磷则通过人工湿地进一步去除。温度的季节性变化对磷的去除效果有少许影响, 碳源不足限制了脱氮效果,组合工艺对污染物的处理效果稳定,出水中COD、TP、NH+4-N、TN平均质量 浓度分别为16.39、0.38、1.44、16.38 mg/L,出水水质可达到城市杂用水水质标准。
Abstract
The combined process of composite biofilter and artificial wetland were used to treat the urban high polluted water,and the contaminant removal efficiency and the stability of the combined process were investigated. The results showed that the organic substance had been made degradation and nitration in the composite biofilter, and nitrogen and phosphorus were further removed in the constructed wetland. Seasonal variation of temperature showed some influences on the removal efficiency of phosphorus. Insufficient carbon source restricted the nitrogen removal. The combined process had stable contaminant removal efficiency. The average concentrations of COD, TP, NH+4-N, TN in the effluent were 16.39, 0.38, 1.44, 16.38 mg/L, respectively, and the quality indexes of effluent could reach the water quality standard for urban miscellaneous water consumption.
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参考文献
[1] 白永刚,吴浩汀.滴滤池-人工湿地组合工艺处理农村生活污水[J].中国给水排水,2007,23(17):55-57.
[2] 温东辉,李璐.以有机污染为主的河流治理技术研究进展[J].生态环境,2007,16(5):1539-1546.
[2] 王志勇,彭福全,沃留杰,等.生物接触氧化技术在河道治理中的研究进展[J].市政技术,2009(2):171-173.
[4] 肖文胜,徐文国,杨桔材.曝气生物滤池Biostyr处理微污染水源[J].环境科学与技术,2006,29(1):84-87.
[5] 林岩清,何苗,胡洪营,等.渗流式生物床处理受污染河水的中试[J].中国给水排水,2005,21(3):8-11.
[6] Park Y S,Moon J H,Kim D S,et al. Treatment of a polluted stream by a fixed-bed biofilm reactor with sludge discharger and backwashing system[J].Chemical Engineering Journal, 2004, 99(3): 265-271.
[7] 缪伟,黄新,王郑,等.复合凹凸棒滤料去除氨氮和有机物试验研究[J].森林工程,2009,25(3):66-70.
[8] 国家环境保护总局《水和废水监测分析方法》编委会.水和废水监测分析方法[M].4版,北京:中国环境科学出版社,2002.
[9] Li W,Friedrich R. In situ removal of dissolved phosphorus in irrigation drainage water by planted floats: preliminary results from growth chamber experiment[J].Agriculture, Ecosystems and Environment,2002,90(1):9- 15.
[10] 崔理华,朱夕珍,骆世明,等.垂直流人工湿地系统对污水磷的净化效果[J].环境污染治理技术与设备,2002,3(7):13-17.
[11] Fdz-Polanco F,Mendez E,Uruena I A,et al. Spatial distribution of heterotrophs and nitrifiers in a submerged bilfilter for nitrification[J]. Water Research, 2000,34(16):4081-4089.
[12] 蔡明凯,邓春光.人工湿地氮转移影响要素及研究建议[J].安徽农业科学,2007,35(22):6902,6933.
[13] 王丽娜,荆肇乾,黄新,等.城市高污染水体生物生态处理技术研究[J].环境科学与管理,2011,36(6):61-63.
基金
收稿日期:2011-09-28 修回日期:2012-01-11 基金项目:江苏省环保科研项目(2009005); 高等学校博士学科点专项科研基金项目(20093204110008) 第一作者:张孝中,硕士生。*通信作者:黄新,教授。E-mail:huangxin@njfu.com.cn。引文格式:张孝中,黄新,荆肇乾,等. 复合滤池-人工湿地组合工艺对城市高污染水的处理[J]. 南京林业大学学报:自然科学版 ,2012,36(4):89-92.