期刊文献+

2种不同模块化填料组合的多级土壤渗滤系统的比较 被引量:5

Comparison of Two Types of Multi-soil-layering Treatment System Filled Different Paddings
原文传递
导出
摘要 以滇池入湖河流污水为对象,研究了2种不同模块化填料组合的多级土壤渗滤系统在不同运行条件下的处理效果差异.结果表明,各系统都具有较好的COD去除效果,平均去除率均在50%以上.沸石-陶结系统无论曝气与否,均具有高NH4+-N去除能力,出水浓度〈1 mg/L.陶粒-红壤MSL系统在8∶1的气水比下,具有良好的氨氮去除能力,平均去除率为84%;在非曝气条件下氨氮去除能力相对低一些,在40%以下.非曝气沸石-陶结系统TN去除效果最好,平均去除率在68%以上,最高达到98%.其他3个系统在不同工况下TN去除效果差别较大.4个系统TP平均去除率在30%-90%之间,不同工况下去除效果不同.高污染负荷下,沸石-陶结系统(M1、M2)的磷去除能力较强,稳定状态下平均去除率均在80%以上.通过分析系统沿程氮转化效率,探讨了各系统的氮去除机制. Two types of multi-soil-layering(MSL) systems, each of them was filled with different padding, including both the layers of mixture layers(ML) and permeable layers( PL), which designed for purifying polluted river water and for studying the difference of the pollutant removal efficiency between them under different operation conditions. The results indicated that the four systems all had great COD removal efficiency and the removal rate of each of them was above 50%. Zeolite-lightweight ceramic pellet system (Z-LCPS) has high removal efficiency of NH4+ -N, and the concentration of the final outflow is below 1 mg/L. When the air and water ratio is 8:1, ceramisite-red clay system(C-RCS) has high NH4+ -N removal rate which is up to 84%. However, the NH4+ -N removal rate of C-RCS is below 40% under the un-aerated condition. The Z-LCPS under un-aerated condition has the best TN removal efficiency that the average removal rate of TN is above 68% and reaches the 98 % at best. Under the high pollutant loading, the TP removal efficiency of Z-LCPS( M1, M2)is better than C-RCS, and under the stable period, the TP removal rate is above 80% . At last, the difference of the nitrogen removal mechanism between the four systems is analyzed through the changes of nitrogen concentration along the flow direction.
出处 《环境科学》 CAS CSCD 北大核心 2009年第6期1860-1866,共7页 Environmental Science
基金 国家高技术研究发展计划(863)项目(2005AA601010-03) 国家重大水专项项目(2008ZX07102-003)
关键词 多级土壤渗滤系统 沸石 陶粒 红壤 脱氮 multi-soil-layering treatment(MSL) zeolite ceramisite red clay nitrogen removal efficiency
  • 相关文献

参考文献15

  • 1Luanmanee S,Attanandana T,Masunaga T, et al. The efficiency of a multi-soil-layering system on domestic wastewater treatment during the ninth and tenth years of wastewater treatment during the ninth and tenth years of operation[J]. Eco Eng,2001,18(2) : 185-199.
  • 2Attanandana T, Saitthit B, Thongpae S, et al. Multi-media-layering system for food service wastewater treatment[ J]. Eco Eng, 2000,15 (1-2) : 133-138.
  • 3Luanmanee S, Boonsook P, Attanandana T, et al. Effect of intermittent aeration regulation of a multi-medla-laying system on domestic wastewater treatment in Thailand [ J ]. Eco Eng, 2002,18 (4) : 415-428.
  • 4Boonsook P, Luanmanee S, Attanandana T, et al. A comparative Study of Permeable Layer Materials and aeration regime on efficiency of Multi-soil-laying system for domestic wastewater treatment in Thailand[J]. Soil. Sci PLant Nutr,2003,49(6) : 873-882.
  • 5Sato K, Masunaga T, Wakatsuki T. Characterization of treatment processes and mechanisms of COD, Phosphorus and Nitrogen Removal in a Multi-soil-Layering System [J]. Soil Sci Plant Nutr, 2005,51 (2) : 213-221.
  • 6Masunaga T, Sato K, Mori J, et al. Characteristics of waste water treatment using a multi-soil-laying system in relation to wastewater contamination level and hydraulic loading rates [ J ]. Soil Sci Plant Nutr, 2007,53(2) : 215-223.
  • 7Chen X,Sato K, Wakatsuki T, et al. Effect of structural difference on wastewater treatment efficiency in Multi-soil-layering systems: relationship between soll mixture block size and removal efficiency of selected contaminants [J]. Soil Sol Plant Nutr, 2007, 53 (2) : 206- 214.
  • 8国家环境保护总局.水和废水监测分析方法[M].(第四版).北京:中国环境科学出版社,2002.258~285.
  • 9何连生,刘鸿亮,席北斗,朱迎波,魏自民,霍守亮.人工湿地氮转化与氧关系研究[J].环境科学,2006,27(6):1083-1087. 被引量:34
  • 10Zhang J, Huang X, Liu C X, et al. Nitrogen removal enhanced by intermittent operation in a subsurface wastewater infiltration system [J]. Ecol Eng,2005,25(4) : 419-428.

二级参考文献25

  • 1顾夏声 李献之.水处理微生物学基础(第1版)[M].北京:中国建筑工业出版社,1979.65-66.
  • 2Piirtola L, Hultman B, Lowen M. Effects of detergent zeolite in a nitrogen removal activated sludge process [J]. Water Science and Technology , 1998,38(2): 41~48.
  • 3Lahav O, Green M. Ammonium removal using ion exchange and biological regeneration [J]. Water Research, 1998, 32(7) :2019~2028.
  • 4Zorpas A, Constantinides T, Vlyssides A Get al. HeavyMetal Uptake by Natural Zeolite and Metals Partitioning in Sewage Sludge Compost [J]. Bioresource Technology,2000,72:113~119.
  • 5高拯民,城市污水土地处理利用设计手册,1991年,435页
  • 6邵敏健,草坪,1984年,43页
  • 7顾夏声,水处理微生物学基础,1979年,65页
  • 8国家环保局.水和废水监测分析方法,(第三版)[M].北京:中国环境科学出版社,1989..
  • 9Tanner C C, Sukias J P, Upsdell M P. Relationships between loading rates and pollutant removal during maturation of gravelbed constructed wetlands [ J]. J. Enviro. Qual, 1998, 27:448- 458.
  • 10IWA, Constructed wetlands for pollution control: processes,performance, design and operation. International Water Association Scientific and Technical Report No.8[R]. London,UK: IWA Publishing,2000.

共引文献248

同被引文献54

引证文献5

二级引证文献21

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部