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分层填料土地渗滤系统处理生活污水 被引量:6

Analysis of Domestic Wastewater Treatment by Infiltration System with Layered-filling
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摘要 为提高土地渗滤系统水力渗透性能,构建了2套不同填料的渗滤系统,1#装置由红壤与砂分层装填,2#装置由红壤与煤渣分层装填,并将二者分别用于处理生活污水。在水力负荷10 cm3/(cm2.d)运行下,1#装置对COD、总磷、氨氮的去除率分别为91.1%、97.6%、80.1%,2#装置为94.9%、98.3%、89.0%;1#装置出水硝氮和亚硝氮的平均浓度分别为54.7 mg/L和0.09 mg/L,2#装置为60.3 mg/L和0.15 mg/L。试验结果表明,2#装置对COD、总磷和氨氮的去除效果稍优于1#装置,但1#装置更利于硝氮和亚硝氮的脱除,进一步说明分层装填能充分利用填料性能,有效地提高了土地渗滤系统的水力渗透性能且保持了良好的去除污染物的能力。 In order to improve the hydraulic permeability of wastewater infiltration system, two installations were designed with two different fillers for treating domestic wastewater at laboratory. 1# installation was filled with layers of red soil and sand, while 2# with layers of red soil and cinder. At the load of 10 cm3/ (cm2·d), the average removal efficiency of COD, TP, NH+ --N were obtained 91.1%, 97.6%, 48.7% and 80. 1%, respectively by 1# installation; and 94. 9%,98. 3% and 89. 0%, respectively by 2# The average effluent concentrations of nitric and nitrite were 54.7mg/L and 0.09mg/L by 1# installation; and 60. 3mg/L and 0.15mg/L by2#. It was found that the removal efficiency of COD,TP and NH4%-N by 2# installation were better than those of 1# , whilst 1# installation was more favourable for the removal of nitric and nitrite. The results further implied that layered filling can make good use of its filling performance. The hydraulic permeability of wastewater infiltration system and the removal of pollutants can also be effectively improved.
出处 《土木建筑与环境工程》 CSCD 北大核心 2009年第6期132-136,共5页 Journal of Civil,Architectural & Environment Engineering
基金 江西省教育厅科学技术研究项目(赣教技字[2007]216号) 江西省自然科学基金项目(2007GQH0655) 江西省青年科学家(井冈之星)培养对象计划项目(2007DQ00400)
关键词 土地渗滤系统 红壤 煤渣 生活污水 Infiltration System red soil sand cinder domestic wastewater
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  • 1PELL M, NYBERG F. Infiltration of wastewater in a newly started pilot sand filter system: Reduction of organic matter and phosphorus [J]. Environ. Qual, 1989, 18:452-457.
  • 2SANTIAGO V. Recent developments on biological nutrient removal processes for wastewater treatment [J]. Reviews in Environmental Science and Biotechnology, 2004,3(2) : 171-183.
  • 3STEPHEN E. Applicability of a septic tank/engineered wetland coupled systemin the treatment and recycling of wastewater from a small community[J].Environmental Management,2005, 35(1):99-108.
  • 4罗仙平,谢明辉,杨坤.采用土地处理系统处理城市生活污水的实验室模拟研究[J].江苏环境科技,2006,19(2):14-16. 被引量:5
  • 5严群,吴一蘩,董卫华,杨健.强化填料土地毛管渗滤系统处理生活污水的研究[J].环境污染与防治,2008,30(5):18-21. 被引量:8
  • 6杨健,严群,吴一蘩,阙愿林,董卫华.分层填料土地毛管渗滤系统处理生活污水的研究[J].环境科学与技术,2008,31(6):107-110. 被引量:8
  • 7WESTERHOFF P, PINNEY M. Dissolved organic carbon transformation during laboratory-scale groundwater recharge using lagoon-treated wastewater[J]. Waste Management, 2000,20 ( 1 ) : 75-83.
  • 8FELDE K V, KKUNST S. N and COD removal in vertical-flow systems [J]. Wat. Sci. Tech. , 1997, 36 (5) :79-85.
  • 9国家环境保护总局.水和废水监测分析方法(第4版)[M].北京:中国环境科学出版社,2002..
  • 10QUANRUD D M, ARNOLD R G, WILSON L G, et al. Fate of organics during column studies of soil aquifer treatment [J]. Jouranl of Environmental Engineering, 1996,122(4) :314-321.

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