共查询到19条相似文献,搜索用时 390 毫秒
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油田含聚丙烯酰胺废水处理研究进展 总被引:3,自引:1,他引:2
综述了国内外处理含聚丙烯酰胺废水采用的物理化学法和生物降解法,对各种方法的除污机理、处理效果及优缺点进行了总结和分析。物理化学法主要包括絮凝沉淀法、光催化法、高级氧化法、超声波法、电渗析法等,易造成二次污染;生物降解法周期较长,但可解决二次污染的问题。从安全经济的角度出发,采用生物降解法或物理化学与生物联合处理的方法更为合理有效。 相似文献
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乙二醇废水处理研究现状 总被引:2,自引:0,他引:2
文介绍了国内外处理乙二醇废水的研究现状。在多种处理方法中,湿式氧化法、电解法、臭氧法虽有较好的处理效果,但其投资、处理费用高,难以实现工业化;生物法(厌氧-好氧,特殊微生物)是目前较为经济、合理的处理方法。 相似文献
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焦化废水的厌氧—好氧生物处理 总被引:7,自引:0,他引:7
焦化废水含有许多难以生物降解的有机物,采用好氧生物法进行处理,虽然出水中的酚、氰等基本上可达到国家排放标准,但COD、NH_3-N等指标远不能达标;采用厌氧生物法进行处理,虽然COD去除率较高,但出水C0D、NH_3-N等指标仍不能达标;采用厌氧-好氧生物法进行处理,可取得较为令人满意的处理效果。 相似文献
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生物滴滤塔处理含H_2S和NH_3气体的中试研究 总被引:3,自引:3,他引:0
利用生物滴滤塔对含H_2S和NH_3气体的处理进行了中试研究.经培养驯化的活性污泥在生物滴滤塔上挂膜后,对H_2S和NH_3的去除率分别达85%和90%以上,处理后NH_3出口质量浓度小于0.2 mg/m~3、H_2S出口质量浓度小于0.001 mg/m~3,均达到GB14554-93<恶臭污染物排放标准>和TJ36-79<工业企业设计卫生标准>.对装置连续运行的稳定性研究表明,NH_3和H_2S的去除率均能保持稳定. 相似文献
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国外生物过滤器处理化工有机废气进展 总被引:17,自引:1,他引:16
概述了生物过滤器处理有机废气的流程、原理、设备、运行条件及投资,并介绍了欧美国家用生物过滤器处理化工有机废气的进展情况和实例。讨论了该技术的发展趋势及在国内的应用前景。 相似文献
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Performance of Trickle-Bed Air Biofilter: A Comparative Study of a Hydrophilic and a Hydrophobic Voc
Two lab-scale trickle-bed air biofilters were operated for investigating the difference in performance between a hydrophilic
and a hydrophobic volatile organic compound (VOC). Methyl isobutyl ketone (MIBK) and styrene were selected as a model hydrophilic
and hydrophobic VOCs, respectively. Effects of loading rates, biofilter re-acclimation, removal profile along biofilter depth,
nitrogen consumption, and CO2 production were compared under three operating conditions, namely, backwashing and two non-use periods (starvation and stagnant).
Consistent over 99% removal efficiency up to loading rates of 3.26 kg COD/m3-day was obtained for the MIBK biofilter at 0.76 min empty bed retention time (EBRT) and 1.5 L/d nutrient flow. A similar
performance for the styrene biofilter was obtained for loading rates up to 1.9kg COD/m3-day at 2.02 min EBRT and 2.4 L/d nutrient flow. The MIBK biofilter required only an initial acclimation period of 16 days
while styrene biofilter required 46 days. Non-use periods can be used as another means of biomass control for both biofilters
when the employed loading rate did not exceed 1.27 and 2.17 kg COD/m3-day for styrene and MIBK biofilters, respectively. The re-acclimation of both biofilter was delayed with increase of loading
rate. MIBK biofilter re-acclimated in 90 min, while styrene biofilter re-acclimated in more than 600 min. Under similar loading
rates, MIBK biofilter utilized less biofilter depth than styrene biofilter. Nitrogen consumption behaviors were apparently
different between the two biofilters. Styrene biofilter had higher CO2 production than MIBK biofilter and its CO2 production was closely related to the theoretical complete chemical oxidation. 相似文献
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选取甲苯、乙酸乙酯为目标污染物模拟印刷有机废气,采用生物滴滤塔对其进行处理。从某污水处理厂曝气池活性污泥中筛选出3株能够高效降解甲苯、乙酸乙酯的优势菌种,经鉴定分别为枯草芽孢杆菌(Bacillus subtilis)、蜡状芽胞杆菌(Bacillus cereus)和嗜麦芽寡养单胞菌(Stenotrophomonas maltophilia)。实验结果表明:增大乙酸乙酯配比对VOCs去除率影响不大,而增大甲苯配比导致VOCs去除率下降明显;在进气VOCs质量浓度为约800 mg/m3(甲苯与乙酸乙酯的体积比1∶1)、气体空床接触时间为300 s、菌液喷淋量为800 L/h、菌液温度为25 ℃的条件下,VOCs去除率可达约99%。生物滴滤塔运行一段时间后,对菌种进行再鉴定,结果与处理前一致。 相似文献
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While hydrophilic compounds are degraded easily in Trickling bed air biofilters (TBABs), hydrophobic compounds are retarded until biological cultures produce a sufficient RNA or enzyme/protein to utilize this compound. Hydrophobic compounds are not readily bio-available which makes them reluctant to biodegradation as mass transfer between the gas and liquid phases is a rate limiting step. To enhance the destruction of hydrophobic compounds in TBABs, the utilization of surfactant was introduced to increase the solubility which helps overcoming the rate limiting step. The surfactant was used as well to limit the growth of excess biomass ensuring smooth flow through the biofilter bed and preventing short circuits. Two different non-ionic non-toxic surfactants were used in this study: Triton X-100 and Tomadol® 25-7. Two lab-scale controlled TBABs were operated for investigating the performance difference for n-Hexane as an example of hydrophobic volatile organic compound (VOC) with and without the addition of surfactant. Operating conditions in both TBABs were as follows: nutrient feed rate (2L/day), air flowrate (1.4L/min), bed depth (60cm), empty bed retention time (120s), bed material (diatomaceous earth pellets) and room-temperature. The inlet concentration was changed from 50 to 100ppmv. Acclimation period, removal profile along biofilter depth, nitrogen consumption, and CO2 production were compared under continuous loading operation condition. The optimum concentration of surfactant in the nutrient feed was determined by a batch experiment. The effect of different surfactant concentrations on VOC water solubility with time was studied by considering different VOC concentration sets within the TBAB loading rate range. 相似文献
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采用特异性移动床生物膜反应器(SMBBR)和厌氧生物滤池(AF)组合工艺处理高氨氮农药废水。考察了HRT、pH和DO等工艺条件对SMBBR-AF-SMBBR组合工艺运行稳定期COD和氨氮去除率的影响。试验结果表明,在进水COD为2 408~7 440 mg/L、ρ(NH_4~+-N)为160.21~433.84 mg/L、TN为208.27~537.65 mg/L、HRT为8d、pH为8.0、DO为4 mg/L的条件下,处理后出水平均COD为342 mg/L,COD去除率达92.3%;ρ(NH_4~+-N)小于4.0mg/L,氨氮平均去除率为89.2%;TN小于50 mg/L,平均TN去除达83.0%。出水各指标均优于原A2O工艺出水。 相似文献
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Performance of a passively vented field-scale biofilter for the microbial oxidation of landfill methane 总被引:1,自引:0,他引:1
An upflow biofilter system was operated on a passively vented landfill for the treatment of residual landfill methane. Biofilter methane emissions as a basis for determining methane removal rates were assessed by manual and automated chamber measurements, by measuring methane concentrations in the top layer gaseous phase in combination with gas flow rates, and by evaluating the methane load in the reverse gas flow following the change of landfill gas flux direction as governed by the course of barometric pressure. Methane removal rates were very high with maximum values of 80 g h(-1) m(-3). For the observed cases, the limit of biofilter methane oxidation capacity was not reached and absolute removal rates were thus linearly correlated to the amount of methane entering the filter. The analysis of methane loads flowing back from the biofilter following phases of longer, continuous and non-oscillating landfill gas emission, however, revealed that in these situations biofilter performance is restricted by deficient oxygen supply. At the oxygen-restricted capacity limit, removal rates are influenced by temperature (positively), methane influx (negatively) and flow rate (negatively) as a measure for the displacement of oxygen. These situations, however, account for only 12% of all emission phases. The investigated biofilter capacity, as derived from laboratory analyses of methanotrophic activities, is sufficient to oxidise 62% of the methane load emitted annually. Field and laboratory data provide a stable basis for the dimensioning of filters in future applications. 相似文献