扩体错流式生物滴滤床净化甲苯废气

采用自行设计制作的扩体错流式生物滴滤床,以甲苯为目标污染物、陶粒为填料、恶臭假单胞菌为菌源进行实验,研究了扩体错流式生物滴滤床的挂膜启动情况、甲苯进口浓度、停留时间对净化效率的影响.结果表明:(1)环境温度为17～23℃,扩体错流式生物滴滤床在10 d内完成挂膜启动,比传统生物滴滤床缩短了4 d.(2)甲苯净化效率随进口浓度的增加而逐渐下降.当甲苯进口质量浓度为1 100 mg/m~3时,净化效率为95%;当甲苯进口质量浓度维持在1 100～1 200 mg/m~3时,随停留时间的缩短,甲苯净化效率下降.(3)当停留时间分别为94、63、48 s时,甲苯净化效率分别为87%～92%、70%～74%、60%～62%.     

中空纤维膜生物反应器处理二甲苯废气

采用中空纤维膜生物反应器(HFMB)去除气态二甲苯,研究比较了不同进口浓度、停留时间以及悬浮液中生物量对二甲苯净化效果的影响。实验结果表明:随着进口浓度的增加二甲苯净化效率先升高后平稳,生化降解能力(EC)则明显升高;随着停留时间的增加,二甲苯的净化效率明显增加。实验发现最佳的实验条件是:悬浮液循环速率50 L/h,pH值介于6.5到7.5之间,溶解氧6 mg/L左右,停留时间tR=8.8 s;二甲苯的处理效率可达到92%以上。结果还显示二甲苯净化效率随悬浮液循环流速的变化而波动不大,进口二甲苯的组成对净化效率也有一定的影响。与传统的生物法相比,膜生物反应器可以实现气相和液相的分离以及减少占地面积,具有很好的发展前景。     

固定化排硫硫杆菌对气体中H_2S去除特性

为提高生物滴滤塔净化气体中H_2S的运行效率,分别采用活性炭、陶粒、聚丙烯空心球3种填料,以排硫硫杆菌(Tiobacillus thioparus)接种生物滴滤塔处理含H_2S气体,研究了进气H_2S浓度、气体停留时间等参数对生物滴滤塔去除H_2S性能的影响。结果表明,采用排硫硫杆菌接种生物滴滤塔处理含H_2S气体,挂膜速度快,系统运行稳定且脱硫效率高。3种填料中活性炭填料脱硫效果最好,固定进气H_2S浓度1.5 g·m~(-3),停留时间高于23 s时,H_2S去除率可以达到94.4%以上,H_2S去除负荷达333.16 g·(m~3·h)~(-1)。动力学分析表明,活性炭生物滴滤塔最大H_2S去除负荷为666.7 g·(m~3·h)~(-1),饱和常数为0.87 g·m~(-3)。随着实验的进行,填料塔的压力降会因为生物膜的生长和单质硫的积累逐渐增加,严重时导致气体完全堵塞,需要进行鼓泡反冲以除去积累的单质硫。     

氮源对气相生物滴滤床净化效果的影响

氮源对于气相生物滴滤床的净化效果有显著的影响。由于喷淋液体在生物滴滤床中分布不均匀 ,导致床层中局部氮源不充足 ,从而使滤床的去除效果降低。提高喷淋液中氮源的浓度 ,可以较大幅度提高净化效率。采用NH-4 N会导致滤床中硝化细菌的生长和累积 ,使得异养菌和硝化细菌在溶解氧、氮源和填料空间上形成竞争 ,并致使氮源分布不均匀 ,而采用NO3 N作为氮源可以改善这种状况     

以磷矿石为填料的生物滴滤塔处理含挥发性脂肪酸的臭气

对磷矿石为填料的生物滴滤反应器净化挥发性脂肪酸臭气的净化能力进行了研究,实验考察了空床停留时间、进气浓度和进气体积负荷等参数对净化效果的影响,研究结论如下:在挥发性脂肪酸浓度不变的条件下,停留时间越长,废气的净化效果越好。进气浓度控制在205.80~677.40 mg·m-3的条件下,废气在反应器中的停留时间为97 s时,废气所获得的净化效率为99%;停留时间波动不大的情况下,反应器对挥发性脂肪酸的净化效果随进气浓度的增加而降低。当空床停留时间65~97 s条件下,臭气的进气浓度为224.29 mg·m-3时,去除率达到100%;臭气进气浓度增至1 345.71 mg·m-3时,去除率降到98.60%;当臭气浓度进一步增至4 934.29 mg·m~(-3)时,去除率降至67.40%;在停留时间波动不大的情况下,废气的净化效率随进气的体积负荷呈先增加后降低的趋势。空床停留时间65~97 s条件下,当臭气的体积负荷为3.14g·(m3·h)-1时,去除率约为99.20%。当体积负荷增至18.08 g·(m~3·h)~(-1),去除率降到97.6%。当进气体积负荷继续增至39.25 g·(m~3·h)-1时,去除率降到89.25%。总之,磷矿石作为生物反应器的填料具有一定可行性。     

不同生物塔净化化纤污水场恶臭性能的比较

为了考察生物法治理污水处理场恶臭气体的实验效果,本研究采用生物滴滤、生物过滤和生物洗涤3种方法对某中石化公司化纤污水处理场4个恶臭气体挥发严重的污水池(生活污水提升池、氧化池、事故池和调节池)进行恶臭治理。实验结果表明,待生物塔稳定运行后,改变处理气量由0.1 m~3·h-1增大到0.2 m~3·h-1,相应的停留时间(EBRT)由172 s缩短到86 s,生物滴滤塔对甲醇、乙醇、环己烷和间-二甲苯这4种污染物的去除效率分别提升至96.80%、100.00%、92.15%和99.68%。此外,3台生物塔对于外界气温变化的适应性良好,但生物滴滤塔的压降始终未检出。根据小试实验结果,该化纤污水处理场恶臭的有效治理可以选用生物滴滤技术。     

氮源对气相生物滴滤床净化效果的影响

氮源对于气相生物滴滤床的净化效果有显著的影响。由于喷淋液体在生物滴滤床中分布不均匀，导致床层中局部氮源不充足，从而使滤床的去除效果降低。提高喷淋液中氮源的浓度，可以较大幅度提高净化效率。采用NH4^-N会导致滤床中硝化细菌的生长和累积，使得异养菌和硝化细菌在溶解氧、氮源和填料空间上形成竞争，并致使氮源分布不均匀，而采用NO3-N作为氮源可以改善这种状况。     

生物滴滤塔处理苯乙烯气流的工效和生物膜微群落的分析

采用培养驯化污泥菌种、类球形陶粒和循环液等构建生物滴滤塔.研究评价气体苯乙烯浓度、气体流量、循环液喷淋量对生物滴滤塔工效的影响,并对生物膜微群落中的微种群作了定性定量检测.当进口气体苯乙烯小于1 000 mg/m3、气体流量为200 L/h、循环液流量为10 L/h时,苯乙烯净化效率达90%以上,生化去除量为30 mg/(L·h);单位体积生物膜填料对苯乙烯的最大生化去除量为35 mg/(L·h).湿润生物膜微群落的优势菌种群包括恶臭假单胞菌、梭形芽孢杆菌、罗非氏不动杆菌等5种,恶臭假单胞菌等非芽孢杆菌的最大活菌数为5.5×107 CFU/g,并随生物滴滤塔运行时间延长有减少趋势.     

逆流式和错流式生物滴滤装置脱臭性能研究

采用逆流式生物滴滤塔(DBTF)和错流式生物滴滤装置(CBTF)处理含氨和三甲胺的恶臭气体,研究生物脱臭性能。研究结果表明,逆流式和错流式生物滴滤装置都能有效地去除含氮混合恶臭气体,对氨和三甲胺的净化效率可达99.4%以上。逆流式和错流式生物脱臭装置具有较好的抗冲击负荷,运行稳定。DBTF和CBTF的适宜工艺操作条件为:氨进气负荷分别为26 g/(m3.h)和24.6 g/(m3.h),三甲胺进气负荷都为113 g/(m3.h);停留时间分别为29.1 s和32 s,喷淋量分别为37 mL/min和51.5 mL/min,循环液pH值范围都是6.3~7.0。这为生物脱臭技术工程推广应用和产业化应用奠定基础。     

滤袋式膜生物反应器净化二甲苯

采用模拟膜生物反应器构建的滤袋式膜生物反应器处理二甲苯废气,并初步探讨了其净化性能。实验结果表明:在4~9℃的低温条件下,二甲苯的去除能力随着停留时间、进气负荷的增大而提高,最大去除能力可达到74.3 g/(m3·h),与一般生物滴滤塔的运行性能相当。微生物主要附着在滤袋表面,且生长良好。根据本实验中滤袋式膜生物反应器的结构特点,可进一步增加滤袋比表面积以提高其去除能力。     

The treatment of waste air containing phenol vapors in biotrickling filter

This research aimed at investigating the biodegradation of phenol contaminated-air streams in biotrickling filter. The effect of inlet concentration (200-1000 ppmv) and empty bed contact time (EBCT) (15-60 s) were investigated under steady state, transient and shock loading, and shutdown periods. Upon rapid start up operation, inlet phenol concentrations of up to 1000 ppmv did not significantly affect the performance of the biotrickling filter at EBCT of 60 s, so that removal efficiency was well greater than 99%. In addition, the EBCT as low as 30 s did not have detrimental effects on the efficiency of the bioreactor and phenol removal was greater than 99%. Decreasing the EBCT to 15s reduced the removal efficiency to around 92%. The maximum elimination capacity obtained in the biotrickling filter was 642 g(phenol) m(-3) h(-1), where the removal efficiency was only 57%. Results from the transient loading experiments revealed that the biotrickling filter could effectively handle the variations of the inlet loads without the phenol removal capacity being significantly affected.     

生物滴滤塔处理有机废气的填料选择研究

以含低浓度乙酸、正己烷和苯乙烯的混合有机气体模拟实际有机废气,采用实验室规模的生物滴滤塔处理有机废气,并比较了海绵、珊瑚石、陶粒和空心塑料小球4种填料的性能。结果表明:(1)生物滴滤塔启动时间最短的为海绵生物滴滤塔(约20d),其次为陶粒生物滴滤塔(约25d),启动时间较长的为珊瑚石生物滴滤塔(约35d)和空心塑料小球生物滴滤塔(约40d)。(2)在稳定运行期,不同填料生物滴滤塔对水溶性和极性较强的乙酸的去除率差异尤为明显,对正己烷和苯乙烯的去除率差异相对较小。(3)4种填料生物滴滤塔中的异养细菌数量依次为海绵>陶粒>珊瑚石>空心塑料小球。运行80d时,海绵、陶粒、珊瑚石和空心塑料小球生物滴滤塔中的异养细菌数量分别达5.9×108、4.8×108、3.6×108、3.0×108 cfu/g(以单位质量干填料计)。(4)在相同的进气流速下,4种填料生物滴滤塔的填料层压力降依次为珊瑚石>陶粒>空心塑料小球>海绵。(5)海绵和陶粒较适宜作为生物滴滤塔的填料。     

Simulating accumulation of biofilms in biotrickling filter

Accumulations and spatial and dynamic variations of biofilms in the media of a biotrickling filter were simulated using mathematical models for Volatile Organic Compound (VOC) removal. Toluene was selected as the model VOC. Effects of toluene concentration and gas Empty Bed Contact Time (EBCT) on VOC removal were also investigated. Results showed that biofilm thickness increased with increased operation duration and the growth rate of biofilms increased with increased inlet toluene concentration and EBCT at a constant toluene loading. The profiles of the thickness and growth rate of biofilms along the medium depth dropped gradually at a certain time.     

复合生物滤池处理H2S和NH3的挂膜与工艺条件

采用复合生物滤池(生物滴滤池 生物过滤池)处理H2S和NH3组成的混合恶臭气体,填料分别为经表面改性的天然斜发沸石和木屑.实验研究了该工艺的驯化挂膜情况和主要工艺条件,结果表明,天然斜发沸石和木屑改性后,驯化挂膜周期为10～14 d,比文献中颗粒活性炭挂膜缩短14～18 d.复合生物滤池的最佳工艺条件为:高度120 cm,循环液流量4.56 L/h.同时,生物滴滤池处理水溶性好的NH3气体效果较生物过滤池好,而生物过滤池处理水溶性差的H2S气体较生物滴滤池好.因此,复合生物滤池可用于处理不同水溶性的混合恶臭气体.     

Treatment of 1,3-Butadiene in an Air Stream by a Biotrickling Filter and a Biofilter

ABSTRACT

This paper presents results obtained from a performance study on the biotreatment of 1,3-butadiene in an air stream using a reactor that consisted of a two-stage, in-series biotrickling filter connected with a three-stage, in-series biofilter. Slags and pig manure-based media were used as packing materials for the biotrickling filter and the biofilter, respectively. Experimental results indicated that, for the biotrickling filter portion, the butadiene elimination capacities were below 5 g/m³/hr for loadings of less than 25 g/m³/hr, and the butadiene removal efficiency was only around 17%. For the biofilter portion, the elimination capacities ranged from 10 to 107 g/m³/hr for loadings of less than 148 g/m³/hr. The average butadiene removal efficiency was 75–84% for superficial gas velocities of 53–142 m/hr and a loading range of 10–120 g/m³/hr. The elimination capacity approached a maximum of 108 g/m³/hr for a loading of 150 g/m³/hr. The elimination rates of butadiene in both the biotrickling filter and biofilter were mass-transfer controlled for influent butadiene concentrations below about 600 ppm for superficial gas velocities of 29–142 m/hr. The elimination capacity was significantly higher in the biofilter than in the biotrickling filter. This discrepancy may be attributed to the higher mass-transfer coefficient and gas-solid interfacial area offered for transferring the gaseous butadiene in the biofilter.     

生物滴滤-生物过滤组合工艺处理汽车喷漆废气中试研究

采用中试规模的生物滴滤-生物过滤组合工艺设备处理某汽车厂喷漆车间废气,研究了组合式反应器对废气的净化效果和2处理单元对污染组分的去除能力及微生物特性.该汽车厂喷漆车间废气中的主要组分为甲苯、二甲苯、乙酸乙酯、乙酸丁酯、丁醇、丙酮和甲基丙基甲酮.组合式反应器对废气中的污染物有较好的处理效果,但不同的污染组分在不同处理单元...     

Shift of microbial diversity and function in high-efficiency performance biotrickling filter for gaseous xylene treatment

ABSTRACT

Xylene is the main component of many volatile industrial pollution sources, and the use of biotechnology to remove volatile organic compounds (VOCs) has become a growing trend. In this study, a biotrickling filter for gaseous xylene treatment was developed using activated sludge as raw material to study the biodegradation process of xylene. Reaction conditions were optimized, and long-term operation was performed. The optimal pH was 7.0, gas-liquid ratio was 15:1 (v/v), and temperature was 25 °C. High-throughput sequencing technique was carried out to analyze microbial communities in the top, middle, and bottom layers of the reactor. Characteristics of microbial diversity were elucidated, and microbial functions were predicted. The result showed that the removal efficiency (RE) was stable at 86%–91%, the maximum elimination capacity (EC) was 303.61 g·m^?3·hr^?1, residence time was 33.75 sec, and the initial inlet xylene concentration was 3000 mg·m^?3, which was the highest known degradation concentration reported. Kinetic analysis of the xylene degradation indicated that it was a very high-efficiency-activity bioprocess. The r_max was 1059.8 g·m^?3·hr^?1, and K_s value was 4.78 g·m^?3 in stationary phase. In addition, microbial community structures in the bottom and top layers were significantly different: Pseudomonas was the dominant genus in the bottom layer, whereas Sphingobium was dominant in the top layer. The results showed that intermediate metabolites of xylene could affect the distribution of community structure. Pseudomonas sp. can adapt to high concentration xylene–contaminated environments.

Implications: We combined domesticated active sludge and reinforced microbial agent on biotrickling filter. This system performed continuously under a reduced residence time at 33.75 sec and high elimination capacity at 303.61 g·m^?3·hr^?1 in the biotrickling reactor for about 260 days. In this case, predomestication combined with reinforcing of microorganisms was very important to obtaining high-efficiency results. Analysis of microbial diversity and functional prediction indicated a gradient distribution along with the concentration of xylene. This implied a rational design of microbial reagent and optimizing the inoculation of different sites of reactor could reduce the preparation period of the technology.     

Biodegradation of hydrogen sulphide by inoculated Rhodococcus sp.zw11 in a pilot-scale biotrickling filter

A strain of autotrophic micro-organism, Rhodococcus sp.zw11, was isolated from pharmaceutical wastewater containing hydrogen sulphide (H₂S). The shape, physiological and biochemical characteristics and oxidation capacity of Rhodococcus sp.zw11 were studied, and the effect of inlet concentration and volumetric loading of H₂S on the removal efficiency was evaluated by the biotrickling filter inoculated with Rhodococcus sp.zw11. The results suggested that the optimal temperature of Rhodococcus sp.zw11 (aerobic bacilli, short rod and gram-negative) was from 20°C to 28°C and the optimal pH was from 5.5 to 6.5. The criteria necessary for a scale-up design of the biotrickling filter were established, and pressure drops at the start and end of the experiment were investigated. The optimal inlet loading could be noted as 180 g/m³h, corresponding to H₂S removal efficiency close to 100%. Furthermore, the inoculated biotrickling filter had good ability to resist shock loading, which was a potential industrialisation method to control H₂S emissions.     

Removal of nitric oxide in a biotrickling filter under thermophilic condition using Chelatococcus daeguensis

The development of a thermophilic biotrickling filter (BTF) system to inoculate a newly isolated strain of Chelatococcus daeguensis TAD1 for the effective treatment of nitric oxide (NO) is described. A bench-scale BTF was run under high concentrations of NO and 8% O2 in thermophilic aerobic environment. A novel aerobic denitrifier Chelatococcus daeguensis TAD1 was isolated from the biofilm of an on-site biotrickling filter and it showed a denitrifying capability of 96.1% nitrate removal rate in a 24 h period in aerobic environment at 50 degrees C, with no nitrite accumulation. The inlet NO concentration fluctuated between approximately 133.9 and 669.6 mg m-3 and kept on a steady NOx removal rate above 80% in an oxygen stream of 8%. The BTF system was able to consistently remove 80-93.7% NO when the inlet NO was 535.7 mg m-3 in an oxygen stream of 2-20%. The biological removal efficiency of NO at 50 degrees C is higher than that at 25 degrees C, suggesting that the aerobic denitrifier TAD1 display well denitrification performance under thermophilic condition. Starvation for 2, 4 and 8 days resulted in the re-acclimation times of Chelatococcus daeguensis TAD1 ranging between 4 and 16 hours. A longer recovery time than that for weekend shutdown will be required when a longer starvation occurs. The results presented here demonstrate the feasibility of biotrickling filter for the thermophilic removal of NOx from gas streams. Implications: A novel denitrifier Chelatococcus daeguensis TAD1 was isolated from an on-site biotrickling filter in aerobic environment at 50 degrees C. To date, C. daeguensis has not been previously reported to be an aerobic denitrifier. In this study, a thermophilic biotrickling filter system inoculated with Chelatococcus daeguensis TADI for treatment of nitric oxide is developed. In coal-fired power plants, influent flue gas stream for nitrogen oxides (NOx) removal typically exhibit temperatures between 50 and 60 degrees C. Traditionally, cooling gases to below 40 degrees C prior to biological treatment is inevitable, which is costly. Therefore, the application ofthermophilic microorganisms for the removal of nitric oxide (NO) at this temperature range would offer great savings and would greatly extend the applicability ofbiofilters and biotrickling filters. Until now there has not been any study published about thermophilic biological treatment of NO under aerobic condition.     

Efficient bio-deodorization of aniline vapor in a biotrickling filter: metabolic mineralization and bacterial community analysis

A biotrickling filter inoculated with commercial mixed microorganisms B350 was employed to treat N-containing odorous vapor - aniline. Results indicated no aniline could be detected when empty bed residence time (EBRT) was larger than 110s at inlet concentration of 0.30 g m(-3). The variation of inlet concentration did not change removal efficiencies when concentration is less than 0.21 g m(-3) at fixed EBRT 110s. Biodegradation mechanism of aniline was tentatively proposed based on identified intermediates and predicted biodegradation pathway as well as final mineralized products. Aniline was firstly biodegraded to catechol, and then to levulinic acid and subsequently to succinic acid. Finally, about 62% aniline carbon was completely mineralized to CO(2), while about 91% aniline nitrogen was converted into ammonia and nitrate. Bacterial community in biotrickling filter was found that at least seven bands microbes were identified for high efficiencies of bioreactor at stable state. In all, biotrickling filter seeded with B350 would be a better choice for the purification odorous gas containing high concentration aniline.