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用生物填料塔处理三甲胺废气 总被引:1,自引:0,他引:1
为解决废气中有机胺类物质的恶臭污染问题,采用自制生物填料塔处理三甲胺废气,考察了生物填料塔运行的主要影响因素及对三甲胺废气的净化效果。实验结果表明,在进气中三甲胺质量浓度为80.00mg/m3、气体流量为0.3m3/h(停留时间不小于30s)、循环液喷淋密度为0.5m3/(m2.h)的条件下,三甲胺去除率达99.9%,净化后气体能达到国家二级排放标准;生物填料塔对三甲胺的总去除量与容积负荷呈直线关系,相关系数达0.9949,表明三甲胺废气的生物净化效果显著。 相似文献
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用内部填充有陶粒的生物滴滤塔净化苯乙烯废气,考察了气体流量、液体喷淋量及氮源对苯乙烯废气净化效果的影响。,进口苯乙烯质量浓度为300~4500mg/m^3时,气体流量和进FI苯乙烯质量浓度对苯乙烯的去除率影响显著,当气体流量为0.3m^3/h时,苯乙烯去除率达87%以上。实验结果表明:在气体流量为0.9m^3/h时,液体喷淋量对苯乙烯废气的净化效果影响不明显;降低进口苯乙烯质量浓度和增大生物滴滤塔的有效传质面积,有利于苯乙烯的净化;用浓度为0.0017mol/L的NaNO3作氮源时苯乙烯的去除效果优于用NH4Cl作氮源时苯乙烯的去除效果。 相似文献
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生物膜填料塔净化低浓度有机废气研究 总被引:5,自引:0,他引:5
研究了入口 中甲苯浓度,气体流量,液体喷淋量,填料层高度,操作方式等因素对生物膜填料塔净化低浓度甲苯废气性能的影响,研究结果为生化法净化低浓度为机废气的工业应用提供了依据。 相似文献
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采用生物滴滤系统处理喷漆废气,在研究了混合气体中甲苯与二甲苯之间相互作用的基础上,对生物滴滤系统净化喷漆废气的稳定性进行了研究。实验结果表明:在挂膜启动阶段,进气流量为22.5 m3/h、空塔停留时间为33.9 s、进气甲苯质量浓度为400~1 500 mg/m3的条件下,最终甲苯去除率可稳定在97%以上;在总进气质量浓度为1 000 mg/m3的条件下处理甲苯和二甲苯混合气体,混合气体中甲苯与二甲苯存在相互抑制作用,且甲苯对二甲苯的抑制作用更强;在进气流量为20.0 m3/h、空塔停留时间为38.0 s、进气中总挥发性有机物(TVOCs)质量浓度为300~900 mg/m3的条件下处理喷漆废气,平均TVOCs去除率为90.84%,出口二甲苯质量浓度低于GB16297—1996《大气污染物综合排放标准》中规定的排放限值(二甲苯质量浓度为70 mg/m3),基本满足排放要求。 相似文献
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分别以生物陶粒和聚氨酯泡沫为生物滴滤塔填料,对甲苯废气进行处理,考察不同生物滴滤塔挂膜启动时间以及气体流量和甲苯质量浓度条件下生物滴滤塔对甲苯废气的去除效果。实验结果表明:生物陶粒为填料的生物滴滤塔所需要的挂膜启动时间更短;在气体流量为450L/h时,以生物陶粒为填料的生物滴滤塔甲苯去除率稳定在72%左右,聚氨酯泡沫为填料时甲苯去除率稳定在65%左右。以聚氨酯泡沫为填料时,随甲苯质量浓度提高,甲苯去除率下降幅度较小,甲苯质量浓度为1.80g/m3时,甲苯去除率仍在72%以上。 相似文献
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将活性污泥培养及驯化后接种于生物滴滤塔中,挂膜启动后处理模拟氯苯废气(简称氯苯废气),考察了生物滴滤塔在挂膜启动阶段及稳定运行阶段的性能。实验结果表明:接种41 d后生物滴滤塔成功挂膜,此时氯苯去除率稳定在90%以上;生物滴滤塔稳定运行阶段,随着进气中氯苯质量浓度由303.82 mg/m3逐渐增至1 489.05 mg/m3,氯苯去除率从85.1%降至70.1%。处理氯苯废气适宜的工艺条件为:空塔停留时间超过45 s,喷淋液流量31.8 mL/min,氯苯负荷23.97~128.01 g/(m3·h)。生物滴滤塔对喷淋液的酸性环境有较好的适应性,喷淋液pH的变化对氯苯去除率无显著影响。 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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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
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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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采用顶部种植黑麦草的微生物填料塔,对模拟正己烷废气进行生物过滤处理。研究了反应温度、入口正己烷质量浓度、填料层高度对正己烷去除效果的影响,考察了填料塔中细菌及过氧化氢酶活性的分布。实验结果表明:黑麦草强化生物过滤的适宜反应温度为25℃;正己烷出口质量浓度随入口浓度的增加而增大,随填料层高度的增加而减小;在反应温度为25℃,入口正己烷质量浓度为100~500 mg/m3、填料层高度为600 mm的条件下,出口正己烷质量浓度为0~46 mg/m3,均低于GBZ/T 2.1—2007《工作场所化学有害因素职业接触限值》中对正己烷的限值(100 mg/m3);相同条件下,种植黑麦草的填料塔的正己烷去除率明显提高,细菌浓度及过氧化氢酶活性均高于无黑麦草的填料塔,说明黑麦草显著促进了正己烷的生物降解。 相似文献
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建立了生物滴滤现场中试装置,处理某生物发酵类制药厂生产车间和污水处理设施产生的混合废气。该装置28 d挂膜启动成功,对废气中恶臭和VOCs组分有较好的处理效果,能适应现场废气浓度和气量波动的变化。总体而言,喷淋强度对处理效果的影响较小,处理气流量对处理效果的影响较大。当处理气流量大于2 845 m3/h(对应空床停留时间40 s)时,对恶臭和VOCs的去除效果不理想。当处理气流量为2 000 m3/h时,VOCs的最大去除负荷为2.003 g/(m3·h),对应的进气负荷为2.119 g/(m3·h)。对该装置中填料上的微生物进行了高通量测序,发现金属杆菌(Metallibacterium sp.)、硫单胞菌(Thiomonas sp.)、黄杆菌(Fluviicola sp.)、支气杆菌(Cloacibacterium sp.)和嗜酸菌(Acidiphilium sp.)为优势菌种。 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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将平板陶瓷膜组成膜组件对烟气水分和余热进行回收,考察了烟气的温度、相对湿度、流速和冷却水温度等参数对膜组件水热回收性能的影响。在实验工况下,水通量和水回收效率随着烟气温度、烟气相对湿度的增加和冷却水温度的降低而上升;水通量随着烟气流速的加快而上升,水回收效率随着烟气流速的加快先上升后降低;膜组件的水通量和水回收效率最高分别可达22.0 kg/(m2·h)和36.3%。平板陶瓷膜回收的热量主要来自烟气潜热,烟气潜热换热量与水通量呈正相关变化趋势。在实验工况下,平板陶瓷膜组件的总传热系数最高为412 W/(m2·℃),高于多通道管式陶瓷膜和单通道管式陶瓷膜。 相似文献