污水土壤渗滤技术研究进展

摘要/Abstract

摘要： 随着经济的发展，水逐渐成为一种稀缺资源，传统的污水处理工艺（如活性污泥法）存在投资高、能耗高、运转管理要求高及处理效果受进水水质及水量波动影响较大的缺陷。渗滤工艺作为一种新型的水处理技术，其设备简单、投资低、操作管理方便、能耗低、净化效果良好，在污水处理领域有广阔的应用前景。主要介绍了土壤渗滤及人工快速渗滤工艺的污染物去除机理与效果、存在问题和解决措施。

关键词: 绵羊, 绵羊, 主基因, 排卵, 多胎

Abstract: With the development of the economy, the water resource is gradually becoming a scarce resource, the traditional method of wastewater purification (active sludge method) has embodied many disadvantages during the purification process, such as high investment, high energy-consumed, high requirement of operation and profoundly influenced by influent quality and the fluctuation of wastewater flow. As the advanced wastewater purification system, infiltration has gradually showed widely used foreground in the field of wastewater purification in terms of convenient process equipment, low investment, convenient operation and management, low energy-consumed and high process effect. This paper mainly introduces the purification mechanism and purification effect of contaminant by soil infiltration and constructed rapid infiltration system. The present problems and the measures of these systems are also discussed.

中图分类号:

金丹越,,张登峰,,卢少勇,胡小贞,赵斌,郑苗壮. 污水土壤渗滤技术研究进展[J]. 中国农学通报, 2007, 23(4): 350-350.

Jin Danyue,, Zhang Dengfeng,, Lu Shaoyong, Hu Xiaozhen, Zhao Bin, Zheng Miaozhuang. Progression of Infiltration in Wastewater Purification[J]. Chinese Agricultural Science Bulletin, 2007, 23(4): 350-350.

参考文献

[1] 陈英旭.环境学.北京:中国环境科学出版社, 2001:80-83.
[2] 田宁宁,杨丽萍,彭应登.土壤毛细管渗滤处理生活污水.中国给水排水,2000,16(5):12-16.
[3] 蒋展鹏.环境工程学.北京:高等教育出版社,1992:199-205.
[4] 戴树桂.环境化学.北京:高等教育出版社,1996:200-216.
[5] 皮运正,吴天宝,陈维芳.土壤含水层处理去除可吸附有机卤化物的试验研究.重庆环境科学,2000,22(1):31-33.
[6] Nema P, Ojha C S P, Kumar A., et al. Techno-economic evaluation of soil-aquifer treatment using primary effluent at Ahmedabad, India.Water Research,2001,35:2179-2190.
[7] 孙刚,许昭怡,李伟华,等.地下土壤渗滤法净化生活污水研究进展.土壤,2005,37(3):251-257.
[8] Poll M., Nybcrg F. Infiltration of wastewater in a newly started pilot sand filter system:I.Reduction of organic matter and phosphorus.Journal of Environment Qua1ity,1989,18:452-457.
[9] Kong H N, Kimochi Y, Mizuochi M, et al. Study of the characteristics of CI-h and N2O emission and methods of controlling their emission in the soil-trench wastewater treatment process.The Science of the Total Environment,2002,290:59-67.
[10] van Cuyk S, Siegrist R, Logan A, et al. Hydraulic and purification behaviors and their interaction during wastewater treatment in soil infiltration systems.Water Research,2001,35(4):953-964.
[11] 高拯民,李宪法,王绍堂,等.城市污水土地处理利用设计手册.北京:中国标准出版社,1991:251-273.
[12] 张金炳,陈鸿汉,钟佐燊,等.人工快速渗滤复合系统处理洗涤污水的试验研究.水文地质与工程地质,2001,28(6):30-32.
[13] 张金炳.污水处理人工快速渗滤系统研究[学位论文].北京:中国地质大学,2002:57-58.
[14] 何江涛,钟佐燊,汤鸣皋,等.人工构建快速渗滤污水处理系统的试验研究.中国环境科学,2002,22(3):239-243.
[15] 张金炳,陈鸿汉,钟佐燊,等.人工快速渗滤复合系统处理洗浴污水的试验研究.水文地质工程地质,2001,28(6):30-32.
[16] 张金炳,汤鸣皋,陈鸿汉,等.人工快渗系统处理洗浴污水的试验研究.岩石矿物学志,2001,20(4):539-543.
[17] 牟新民,黄培鸿,张金炳,等.人工快速渗滤系统处理深圳市茅洲河水的试验研究.应用基础与工程科学学报,2003,11(4):370-377.
[18] 张金炳,黄培鸿,杨小毛,等.东莞华兴电器厂生活污水人工快速渗滤处理系统.环境工程,2003,21(6):32-35.
[19] USEPA. Wastewater treatment/disposal for small communities.EPA/625/ R-92 /005.1992:75-79.
[20] 卢少勇.农田排灌水的人工湿地处理技术及工程示范研究[学位论文].北京:清华大学,2004:18-88.
[21] Cooper P, Green B. Reed bed treatment system for sewage treatment in the United Kingdom-the first 10 years experience.Water Science Technology,1995,32(3):3l7-327.
[22] Bowmer K H. Nutrient removal from effluents by an artificial wetland:influence of rhizosphere aeration and preferential flow studied using bromide and dye tracers.Water Research,1987,21(7):591-599.
[23] Fisher P J. Hydraulic characteristics of constructed wetlands at Richmond，NSW, Australia [A]. In: Coper, P. F., Findlater, B. C. Constructed Wetlands in Water Pollution Control.Pergamon Press.Oxford.1990:21-31.
[24] Kadlec R H, Watson J T. Hydraulics and solids accumulation in a gravel bed treatment wetland [A]. Constructed Wetlands for Water Quality Improvement. Lewis Publisher (MI).1993:227-235.
[25] De V J. Soil filtration of waterwaste effluent and the mechanism of pore clogging.Water pollution control, 1972,44(2):565-573.
[26] McCray J E, Huntzinger D N. Mathematical modeling of unsaturated flow and transport in soil-based wastewater treatment systems [A].WEFTEC 2000 Symposium.Washington DC: Water Environment Federation. 2000.
[27] 雷明,李凌云.人工湿地土壤堵塞现象及机理探讨.工业水处理,2004,24(10):9-12.
[28] Lance J C, Gilbert R G. Renovation of wastewater by soil columns flooded with primary effluent. Journal of Water Pollution Control Federation,1980:381-388.
[29] Rice R C, Herman Bouwer. Soil-aquifer treatment using primary effluent. Journal of Water Pollution Control Federation,1984,56(1):84-88.
[30] 邵坚,程林,刘俊.人工快速渗滤系统堵塞现象及成因讨论.安徽农业科学,2006,34(18):4814-4816.
[31] Balks M R, Mclay C D A, Harfoot C G. Determination of the progression in soil microbial response and changes in soil permeability following application of meat processing effluent to soil.Applied Soil Ecology,1997,6:109-116.
[32] 张建,邵长飞,黄霞,等.污水土地处理工艺中的土壤堵塞问题.中国给水排水,2003,19(3):17-20.
[33] Magesan G N, Williamson J C, Yeates G W, et al. Wast ewater C:N ratio effects on soil hydraulic conductivity and potential mechanisms for recovery.Bio-resource Technology,2000,71:21-27.
[34] Rolston D E, Prichard T, Loui D T, et al. Soil surface strength and infiltration rate as affected by winter cover crops. Soil Technology,1992,5:189-197.