期刊文献+

复合垂直流人工湿地中基质生物膜的特性 被引量:23

BIOFILM CHARACTERISTICS OF THE SUBSTRATE IN INTEGRATED VERTICAL-FLOW CONSTRUCTED WETLAND
下载PDF
导出
摘要 从基质生物膜量、生物膜厚度和脱氢酶活性等方面研究了以复合垂直流人工湿地中基质颗粒作为附着生长载体的生物膜的特性。结果表明,复合垂直流人工湿地中,基质生物膜的形成时间为40~60d。进水水质不同,基质生物膜的形成时间有差异,进水中相对高的营养水平有利于基质生物膜的积累,60d内形成的稳定生物膜量相差1.59倍;生物膜活性也较大,平均相差1.5倍。不同发育程度的生物膜表现出的活性不同,最佳活性厚度为150um。人工湿地中不同层次基质生物膜厚度差异显著,最表层0~5cm层次基质生物膜厚度2~3倍于10cm以下层次,为最佳活性厚度的3~4倍,其生物膜的过量积累不仅不利于处理效率的提高,且易造成人工湿地的堵塞。 The biomass, thickness and activity of the biofilm in substrate in integrated vertical flow constructed wetland were studied. The formation time of biofilms varied from 40 to 60 days with the quality of influent water. The biofilms with high trophic level in influent accumulated rapidly, the steady biomass and activity of biofilms were 1.59 and 1.5 times higher. The activity of biofilms with various thicknesses was different, and the optimum thickness was 150 um. The biofilm thickness in different layers of the substrate was dissimilar, the thickest biofilm was in the outmost surface (0-5 cm) of the substrate, being 2-3 times of other layers and 3-4 times of the optimum thickness. Excessive biofilm accumulation was not in favor of improvement of treatment efficiency and prone to cause clog of constructed wetland.
出处 《长江流域资源与环境》 CAS CSSCI CSCD 北大核心 2006年第1期54-57,共4页 Resources and Environment in the Yangtze Basin
基金 国家"十五"重大科技专项(2002AA601021) 湖北省教育厅重点资助项目(2002A00010)资助
关键词 复合垂直流人工湿地 基质 生物膜活性 生物膜厚度 integrated vertical-flow constructed wetland substrate biofilm aetivity biofilm thickness
  • 相关文献

参考文献8

  • 1Rao T S, Rogers K H. Biofilm formation in a fresh water environment under photic and aphotic conditions[J], Biofouling,1997,11(4) :265-282.
  • 2Mantovi P, Mitsch W J. Application of a horizontal subsurface flow constructed wetland on treatment of dairy parlor waste water[J]. Bioresource Technol, 2003,88(2) : 85-94.
  • 3Vrhovesk D, Felde K V, Mckinlay R G, et al, Constructed wetland for industrial waste water treatment[J]. Water Res,1996,30(10):2 287-2 292.
  • 4Gerbq C P, Green M. Optimization of artificial wetland design for removal of indicator microorganisms and pathogenic protozoa[J]. Water Sci Tech, 1999,40(45):363-368.
  • 5吴振斌,成水平,贺锋,付贵萍,金建明,陈辉蓉.垂直流人工湿地的设计及净化功能初探[J].应用生态学报,2002,13(6):715-718. 被引量:113
  • 6俞琉馨 吴国庆 盂宪庭.环境工程微生物检验手册[Z].北京:中国环境科学出版社,1990.163-165.
  • 7成水平,夏宜琤.香蒲、灯心草人工湿地的研究──Ⅱ.净化污水的空间[J].湖泊科学,1998,10(1):62-66. 被引量:82
  • 8Huang J C, Liu Y C. Relationship between oxygen flux and biofilm performane[J]. Wat Sci Technol,1993,7:153-158.

二级参考文献11

  • 1诸惠昌,胡纪萃.新型废水处理工艺——人工湿地的设计方法[J].环境科学,1993,14(2):39-43. 被引量:93
  • 2[1]Brix H.1994.Use of constructed wetlands in water pollution control: Historical development,present status,and future perspectives.Water Sci Tech,30(8): 209~223
  • 3[2]Cheng S-P(成水平),Xia Y-C(夏宜王争).1998.Studies on the artificial wetland with cattale and rush Ⅲ.Purification mechanism.J Lake Sci,10(2):66~71(in Chinese)
  • 4[3]Chinese EPA (国家环境保护局).1989.Methods of Water and Wastewater Determination.3rd edit. Beijing:China Environmental Science Press.(in Chinese)
  • 5[4]Cooper PF and Green B.1995.Reed bed treatment systems for sewage treatment in the united kingdom -The first 10 years' experience.Water Sci Tech,32(3):317~327
  • 6[5]Fetter CWJr,Slooy WE,Spangler FL.1976.Potential replacement of septic tank drain fields by artificial marsh wastewater treatment systems.Ground Water,14(6):396~401
  • 7[6]Hartog CD,Kevt J,Sukopp H.1989.Reed.A common species in decline.Aquatic Bot,35:1~4
  • 8哈兹耶夫,土壤酶活性,1990年,172页
  • 9许光辉,土壤微生物分析方法手册,1986年,314页
  • 10成水平,况琪军,夏宜琤.香蒲、灯心草人工湿地的研究──Ⅰ.净化污水的效果[J].湖泊科学,1997,9(4):351-358. 被引量:143

共引文献187

同被引文献376

引证文献23

二级引证文献291

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