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Using a zeolite medium biofilter to remove organic pollutant and ammonia simultaneously
作者姓名:TIAN Wen-hu  WEN Xiang-hu  QIAN Yi
作者单位:ESPC State Key Joint Laboratory,Department of Environment Science and Engineering,Tsinghua University,Beijing 100084,China.
基金项目:TheElectricalPowerInc.ofShannxiProvince,China
摘    要:IntroductionWatershortageproblemisquiteseriousinmanycitiesofChina .Thereuseofmunicipalwastewaterisoneofthekeymethodstoreleasethisproblem .Makeupwaterforrecirculatingcoolingsystemisthelargestwaterusageinmanyfactories .Thewaterqualitystandardsforreclaimedwa…

关 键 词:废水处理  生物过滤器  天然沸石  有机污染物  氨氮  脱氮
收稿时间:2002/11/7 0:00:00
修稿时间:2003/1/10 0:00:00

Using a zeolite medium biofilter to remove organic pollutant and ammonia simultaneously
TIAN Wen-hu,WEN Xiang-hu,QIAN Yi.Using a zeolite medium biofilter to remove organic pollutant and ammonia simultaneously[J].Journal of Environmental Sciences,2004,16(1):90-93.
Authors:Tian Wen-hua  Wen Xiang-hua  Qian Yi
Institution:ESPC State Key Joint Laboratory, Department of Environment Science and Engineering, Tsinghua University, Beijing 100084, China
Abstract:A pilot scale zeolite medium biological aerated filter(ZBAF) was designed and used to treat municipal wastewater. It showed that ZBAF could simultaneously remove chemical oxygen demand(COD), ammonia-N and turbidity to satisfied degree at a hydraulic retention time(HRT) of 0.95 h. Their average removal efficiencies were 73.9%, 88.4% and 96.2% with the corresponding average effluent concentrations of 43.4 mg/L, 3.5 mg/L and 3.7 NTU, respectively. These effluent items met with the water quality standard of the treated water reused for cooling water. The COD removal volumetric loading rate increased proportionally with its applied volumetric loading rate with its maximum of 7.1 kg/(m3 x d). Ammonia-N removal loading rate also increased proportionally with its applied loading rate at HRT of longer than 0.95 h and the feasible maximum removal loading rate was 0.9 kg/(m3 x d). The COD loading rate did not affect the ammonia-N removal efficiency significantly when it was lower than 5.5 kg/(m3 x d). ZBAF has good application prospect for its low cost and high removal efficiency in the future.
Keywords:ammonia-N removal  biological aerated filter  hydraulic retention time  natural zeolite  volumetric loading rate
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