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排序方式: 共有184条查询结果,搜索用时 218 毫秒
1.
溪沙蚕对污水厂生物滤池运行的影响及防治措施 总被引:1,自引:0,他引:1
在厦门市污水处理二厂的好氧生物滤池(CN池)中发现了溪沙蚕,其对滤池的主要影响是易造成滤头堵塞。对溪沙蚕的防治措施有:①防止海水进入污水管道;②保证生物滤池的正常过滤和反冲洗;③在溪沙蚕繁殖期到来之前,清除CN池底部的沉泥;④在溪沙蚕繁殖季节,对CN池进行强力反冲洗,并适当增加反冲洗次数,以加速溪沙蚕受精卵排出生物滤池。 相似文献
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贝壳填料曝气生物滤池的硝化特性研究 总被引:7,自引:1,他引:7
贝壳粗糙的表面及其合有的大量碳酸钙,可作为生物膜的载体及硝化反应的碱度来源。以海产弃物贝壳为生物膜载体,通过改变进水氨氮浓度及pH值,考察了贝壳填料曝气生物滤池的硝化脱氮规律。结果表明:对于氨氮〈120mg/L的原水,贝壳溶解提供的碱度能够满足硝化反应的需要,因此硝化反应进行得比较完全,对氨氮的去除率不受进水氨氮浓度的影响,可达90%以上;而当进水氨氮浓度达240mg/L时,因贝壳溶解提供的碱度不能完全满足硝化反应之所需,硝化反应将停滞,但对氨氮的去除率仍可达65%左右。此外,进水pH值对贝壳填料曝气生物滤池去除氨氮的效果及出水pH值基本没有影响。 相似文献
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Chun Hooi Bu Sai Hin Lai Xiang Ting Goh Wen Tong Chong Ren Jie Chin 《Water and Environment Journal》2021,35(1):181-189
Biofilters are promising technologies that widely applied in the treatment of urban stormwater. However, the microbial removal capacity performance depends greatly on the design of biofilters. Hence, this laboratory study attempts to investigate the influence of filter media depths (i.e. 150, 250, 350 and 450 mm) and the variation of native plants, that is, Cow Grass (Axonopus compressus) and Pearl Grass (Axonopus compressus, dwarf) in removing stormwater microorganism particularly Faecal Coliform (FC). Findings showed that a minimum media depth of 300 mm was required to achieve >1 log FC removal. The mean removal of FC at 450 mm depth filter exceeded 2 log for both Cow and Pearl grass biofilter columns. Results showed that there was no statistically significant difference in vegetation type on the performance of FC removal, however, Cow grass biofilter column revealed higher FC mean log removal compared to Pearl grass biofilter column. 相似文献
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Treatment of complex gaseous emissions emitted by a rendering facility using a semi‐industrial biofilter 下载免费PDF全文
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Dr R. Ravi Ligy Philip T. Swaminathan 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》2010,85(5):634-639
BACKGROUND: Bioreactors used for waste gas and odor treatment have gained acceptance in recent years to treat volatile organic compounds (VOCs). Different types of bioreactors (biofilter, biotrickling filter and rotating biological reactor) have been used for waste gas treatment. Most studies reported in the literature have used one of these systems to treat several types of inorganic and organic gases either individually or in mixtures. Each of these reactors has some advantages and some limitations. Though biodegradation is the main process for the removal of pollutants, the mechanisms of removal and the microbial communities may differ among these bioreactors. Consequently their performance or removal efficiency may also be different. RESULTS: At low loading rate (<35 g m?3 h?1), all three bioreactors showed comparable removal efficiencies and elimination capacity, but at higher loading rates, rotating biological contactors (RBC) showed a better performance with higher removal efficiency (40–50%) than both the biofilter and biotrickling filter (20–40%). The biofilter showed a sharp drop in removal efficiency and elimination capacity at high loading rates. CONCLUSIONS: The modified RBC had no clogging problems and no increase in pressure drop when compared with the other bioreactors. It can thus handle pollutant load for a longer period of time. This is the first study attempting to compare the performance of three different bioreactors for removal of the same VOC under different conditions. Copyright © 2010 Society of Chemical Industry 相似文献
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Meisen Li Yoshiyuki Bando Ryo Tanigawara Toru Kamiya Keiji Yasuda Masaaki Nakamura 《加拿大化工杂志》2001,79(4):602-607
The effects of operation conditions on the flow behaviour in gas–liquid countercurrent trickle bed biofilter were experimentally examined. In order to prevent gas channelling in the biofilter, packings with a relatively large void fraction, which have a role to maintain a high void fraction in the bed, were added. The gas and liquid velocities of the packed structure and the packings were changed, and the residence time distributions (RTDs) of the gas and liquid were measured. It was found that the addition of void supporters was very effective in the suppression of gas channelling. 相似文献
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《分离科学与技术》2012,47(14):3101-3116
Abstract In this study, the performance of GAC adsorption and biofiltration systems in treating biological treated sewage effluent (BTSE) was evaluated in terms of organic removal efficiency, organic fractions, and molecular weight distribution (MW) of organic matter (OM) removed. The GAC biofilter removed 23.5% and 61% of the hydrophobic fractions and hydrophilic fractions of OM in the BTSE respectively. MW distribution studies of GAC filter and GAC adsorption revealed the following: Hydrophobic fraction of the effluent showed a peak at 345 dalton after GAC biofiltration and 256 dalton after GAC adsorption, whereas, with hydrophilic fractions, peaks at 46,178 and 345 daltons were observed after GAC biofiltration and peaks at 46,178 and 256 daltons after GAC adsorption. Transphilic fraction showed the peaks at 12,783 dalton with GAC biofiltration, and 1,463 dalton with GAC adsorption. The performance of the GAC biofilter was successfully mathematically modelled. 相似文献