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ABR+复合人工湿地处理分散性生活污水的中试研究

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宋小康, 金龙, 王建芳, 郭海娟, 焦宁, 杨为康, 沈耀良. ABR+复合人工湿地处理分散性生活污水的中试研究[J]. 环境工程学报, 2012, 6(9): 3096-3100.
引用本文: 宋小康, 金龙, 王建芳, 郭海娟, 焦宁, 杨为康, 沈耀良. ABR+复合人工湿地处理分散性生活污水的中试研究[J]. 环境工程学报, 2012, 6(9): 3096-3100.
shu
Song Xiaokang, Jin Long, Wang Jianfang, Guo Haijuan, Jiao Ning, Yang Weikang, Shen Yaoliang. Pilot-scale study on ABR-hybrid constructed wetland process for decentralized domestic sewage treatment[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3096-3100.
Citation: Song Xiaokang, Jin Long, Wang Jianfang, Guo Haijuan, Jiao Ning, Yang Weikang, Shen Yaoliang. Pilot-scale study on ABR-hybrid constructed wetland process for decentralized domestic sewage treatment[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3096-3100.
shu

ABR+复合人工湿地处理分散性生活污水的中试研究

  • 1.

    苏州科技学院环境科学与工程学院,苏州 215011

  • 2.

    苏州科技学院江苏省环境科学与工程重点实验室,苏州 215011

  • 基金项目:

    苏州市科技计划(社会发展)项目(15SS0914)

    江苏省六大人才高峰资助项目(2009-19D)

    江苏省普通高校研究生科研创新计划项目(CX10S-047Z)

  • 中图分类号: X52

Pilot-scale study on ABR-hybrid constructed wetland process for decentralized domestic sewage treatment

  • 1.

    School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215011,China

  • 2.

    Provincial Key Labortory of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215011, China

  • Fund Project:

  • 摘要: 研究了ABR+复合人工湿地组合工艺处理分散性生活污水的运行效能及ABR中颗粒污泥的特性。结果表明:在pH和温度的范围分别为6.5~8.5, 17.0~28.8℃, ABR和复合人工湿地的HRT分别为3 h(容积负荷平均为1.3 kg COD/(m3·d)及1.3 d(水力负荷平均为24.6 cm/d)的条件下,系统对COD、NH4+-N、TN、TP和浊度均有较好的去除效果, 其平均去除率分别为76%、69%、56%、87%和86%, 出水浓度平均分别为37 mg/L、2.73 mg/L、6.93 mg/L、0.18 mg/L和5.05 NTU,ABR中形成了性状良好的颗粒污泥。
    Abstract: A combined system, which consists of an anaerobic baffled reactor (ABR) and a hybrid constructed wetland (HCW), was conducted to investigate the removal efficiencies of pollutants in decentralized domestic sewage. Results show that the removal rates of COD, NH4+-N, TN, TP and turbidity were 76%, 69%, 56%, 87%, 86%, respectively, and their average concentrations in effluent were 37 mg/L, 2.73 mg/L, 6.93 mg/L, 0.18 mg/L, 5.05 NTU, respectively, under the conditions that temperature ranged from 17.0 to 28.8℃, pH ranged from 6.5 to 8.5, and HRT was 3 h in ABR (1.3 d in HCW). In addition, stabilized anaerobic granular sludge was cultivated in ABR.
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  • [1] 秦伯强,王小冬,汤祥明,等. 太湖富营养化与蓝藻水华引起的饮用水危机——原因与对策. 地球科学进展,2007, 22(9):896-906 Qin Boqiang, Wang Xiaodong, Tang Xiangming, et al. Drinking water crisis caused by eutrophication and cyanobacterial bloom in Lake Taihu: Cause and measurement. Advances in Earth Science, 2007, 22(9): 896-906(in Chinese)
    [2] 沈耀良,王宝贞. 废水生物处理新技术——理论与应用(第2版). 北京:中国环境科学出版社,2006
    [3] 胡细全,李兆华,蔡鹤生. 厌氧折流板反应器处理低浓度废水的运行特性研究. 环境污染治理技术与设备, 2006, 7(2):79-83 Hu Xiquan, Li Zhaohua, Cai Hesheng. Study on the operation characteristics of anaerobic baffled reactor treating low strength wastewater. Techniques and Equipment for Environmental Pollution Control, 2006, 7(2):79-83(in Chinese)
    [4] Volker Luederitz, Elke Eckert, Martina Lange-Weber, et al. Nutrient removal efficiency and resource economics of vertical flow and horizontal flow constructed wetlands. Ecological Engineering, 2001, 18(2):157-171
    [5] 吴振斌,张晟,张金莲,等. 人工湿地组合系统除磷的净化空间研究. 环境科学与技术, 2007, 30(11):77-80 Wu Zhenbin, Zhang Cheng, Zhang Jinlian, et al. Purification area of phosphorus removal by constructed wetland system. Environmental Science & Technology, 2007, 30(11):77-80(in Chinese)
    [6] 鲍振博,靳登超,刘玉乐,等. 无动力组合型人工湿地处理农村生活污水工程实践. 中国给水排水, 2009, 25(20):47-48 Bao Zhenbo, Jin Dengchao, Liu Yule, et al. Engineering practice of rural domestic sewage treatment with unpowered hybrid constructed wetland. China Water & Wastewater, 2009, 25(20): 47-48(in Chinese)
    [7] 石宪奎,王凯军,倪文,等.颗粒污泥粒径的工程测定方法.环境污染与防治. 2006, 28(2):140-143 Shi Xiankui, Wang Kaijun, Ni Wen, et al. Tap water based sieving method for determining size distribution for anaerobic sludge granules of a full scale wastewater treatment plant. Environmental Pollution and Control, 2006, 28(2):140-143(in Chinese)
    [8] 国家环境保护总局. 水与废水监测分析方法(第4版).北京:中国环境科学出版社,2002
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    [10] Kate A. Riley, Otto R., et al. Ammonium removal in constructed wetland microcosms as influenced by season and organic carbon load. Journal of Environmental Science and Health, Part A: Environmental Science and Engineering, 2005, 40(6):1109-1121
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出版历程
  • 收稿日期:  2011-04-20
  • 刊出日期:  2012-09-14
宋小康, 金龙, 王建芳, 郭海娟, 焦宁, 杨为康, 沈耀良. ABR+复合人工湿地处理分散性生活污水的中试研究[J]. 环境工程学报, 2012, 6(9): 3096-3100.
引用本文: 宋小康, 金龙, 王建芳, 郭海娟, 焦宁, 杨为康, 沈耀良. ABR+复合人工湿地处理分散性生活污水的中试研究[J]. 环境工程学报, 2012, 6(9): 3096-3100.
shu
Song Xiaokang, Jin Long, Wang Jianfang, Guo Haijuan, Jiao Ning, Yang Weikang, Shen Yaoliang. Pilot-scale study on ABR-hybrid constructed wetland process for decentralized domestic sewage treatment[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3096-3100.
Citation: Song Xiaokang, Jin Long, Wang Jianfang, Guo Haijuan, Jiao Ning, Yang Weikang, Shen Yaoliang. Pilot-scale study on ABR-hybrid constructed wetland process for decentralized domestic sewage treatment[J]. Chinese Journal of Environmental Engineering, 2012, 6(9): 3096-3100.
shu

ABR+复合人工湿地处理分散性生活污水的中试研究

  • 1.  苏州科技学院环境科学与工程学院,苏州 215011
  • 2.  苏州科技学院江苏省环境科学与工程重点实验室,苏州 215011
  • 收稿日期:  2011-04-20
基金项目:

苏州市科技计划(社会发展)项目(15SS0914)

江苏省六大人才高峰资助项目(2009-19D)

江苏省普通高校研究生科研创新计划项目(CX10S-047Z)

摘要: 研究了ABR+复合人工湿地组合工艺处理分散性生活污水的运行效能及ABR中颗粒污泥的特性。结果表明:在pH和温度的范围分别为6.5~8.5, 17.0~28.8℃, ABR和复合人工湿地的HRT分别为3 h(容积负荷平均为1.3 kg COD/(m3·d)及1.3 d(水力负荷平均为24.6 cm/d)的条件下,系统对COD、NH4+-N、TN、TP和浊度均有较好的去除效果, 其平均去除率分别为76%、69%、56%、87%和86%, 出水浓度平均分别为37 mg/L、2.73 mg/L、6.93 mg/L、0.18 mg/L和5.05 NTU,ABR中形成了性状良好的颗粒污泥。

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