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厌氧流化床处理低浓度污水的生物特性研究 总被引:1,自引:0,他引:1
对厌氧流化床用于低浓度污水的酸化处理进行了试验研究。测定分析了该工艺对负荷、温度等因素变化的稳定性以及生物膜厚、生物浓度、不产甲烷菌形态及数量分布等生物特性。 相似文献
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城市生活污水厌氧生物处理发展现状 总被引:3,自引:0,他引:3
回顾了国内外污水厌氧生物处理工艺的发展情况,着重分析了中国城市污水的特点以及厌氧生物处理工艺在城市生活污水处理中的应用情况。 相似文献
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由于中国城市生活污水属于低碳源的污水,因此碳源已成为传统的生物脱氮除磷工艺的瓶颈。北京紫石千年环保设备有限公司和北京排水集团有限公司研究开发成功“超声波强化生物脱氮除磷技术”。该技术利用低频超声波处理污水处理厂的污泥,开发内部碳源,在减少污泥排放的同时,提高了脱氮除磷的效果为20%-30%。该技术吨水投资仅需60元,是最经济、高效的。 相似文献
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采用强化循环高效厌氧反应器(SCAR)处理生活污水研究反应器的启动过程和运行特性。在低接种污泥量、回流比R=0.5、HRT为16 h条件下经过65 d完成反应器启动,系统出水COD稳定在约80 mg·L-1,VFA浓度约240 mg·L-1,颗粒污泥性状良好,微生物活性增强。SCAR反应器对污染物的去除受水力停留时间和反应器外回流比影响,微生物生化反应时间和在反应器中的空间分布状态共同决定着反应器的运行效果。SCAR反应器脱氮作用明显,实验条件下反应器对总氮的去除主要是通过反硝化作用实现。 相似文献
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废水厌氧生物处理技术综述与研究进展 总被引:19,自引:1,他引:19
本文系统总结了污水厌氧生物处理技术发展沿革、技术现状与研究进展,并对各技术的优缺点进行了比较,指出了技术研究的关键与应用前景。 相似文献
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为进一步改善农村、小城镇等分散型区域生活污水的处理现状,搭建了一套外置浸没式厌氧膜生物反应器(anaerobic membrane bioreactor,AnMBR)处理实际生活污水,在室温(18~37 ℃)下运行288 d,优化HRT为12~14 h。进水取自某校园中水处理站内的调节池出水,日水质变化较大,TCOD(总COD)、NH3-N、TN、TP的平均浓度分别为477、69.1、76.9、6.3 mg·L-1。自启动运行55 d后,AnMBR出水的TCOD平均值降至50 mg·L-1以下,并稳定运行117 d,期间进水容积负荷率VLR平均为0.83 kg·(m3·d)-1,TCOD去除率平均值为90.6%。AnMBR对氮和磷几乎无去除效果。 相似文献
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炼化污水中污染源以难降解有机物为主,降低污水生物毒性,提高其可生化性是炼化污水达标排放的关键环节。为降低工艺运行成本及产泥量,同时为后续好氧生化处理提供优质水源,实验采用高效厌氧生物反应器处理炼化污水,探讨炼化污水厌氧处理过程中的COD去除率、能源转化效能、微生物菌群变化、可生化性及有机污染物降解效果。结果表明,该反应器对炼化污水COD平均去除率达70.01%,出水中大分子复杂难降解有机污染物转化为以小分子有机酸类为主的有机物,可生化性明显提高,为后续生物处理提供良好运行条件。 相似文献
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厌氧生物技术能在无氧条件下,通过厌氧微生物的新陈代谢将废水中的有机物转化为无机物,同时产生具有能源回收价值的甲烷,并减少温室气体(CO2)的排放,符合节能环保的原则和发展趋势.在回顾厌氧技术以及厌氧反应器发展的基础上,从现代厌氧反应器的发展理念角度分析了新型厌氧反应器-降流式厌氧悬浮填料床(DASB)的工艺特性.降流式厌氧悬浮填料床在生物量的保持、微生物的多级多相和推流流态等方面较好地符合了新型现代厌氧反应器的发展要求,结构、运行简单,具有较好的处理效果,是中国农村污水处理或预处理的较佳选择. 相似文献
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The stereoselectivity of R,S-venlafaxine and its metabolites R,S-O-desmethylvenlafaxine, N-desmethylvenlafaxine, O,N-didesmethylvenlafaxine, N,N-didesmethylvenlafaxine and tridesmethylvenlafaxine was studied in three processes: (i) anaerobic and aerobic laboratory scale tests; (ii) six wastewater treatment plants (WWTPs) operating under different conditions; and (iii) a variety of wastewater treatments including conventional activated sludge, natural attenuation along a receiving river stream and storage in operational and seasonal reservoirs. In the laboratory and field studies, the degradation of the venlafaxine yielded O-desmethylvenalfaxine as the dominant metabolite under aerobic and anaerobic conditions. Venlafaxine was almost exclusively converted to O-desmethylvenlafaxine under anaerobic conditions, but only a fraction of the drug was transformed to O-desmethylvenlafaxine under aerobic conditions. Degradation of venlafaxine involved only small stereoisomeric selectivity. In contrast, the degradation of O-desmethylvenlafaxine yielded remarkable S to R enrichment under aerobic conditions but none under anaerobic conditions. Determination of venlafaxine and its metabolites in the WWTPs agreed well with the stereoselectivity observed in the laboratory studies. Our results suggest that the levels of the drug and its metabolites and the stereoisomeric enrichment of the metabolite and its parent drug can be used for source tracking and for discrimination between domestic and nondomestic wastewater pollution. This was indeed demonstrated in the investigations carried out at the Jerusalem WWTP. 相似文献
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This paper presents results of investigations on the influence of humic substances (humate, HS) on the biological treatment of wastewater containing heavy metals (Cr, Cu, Fe, Mn, Ni, and Zn). Respirometric studies indicated that the investigated system complied with the Haldane model for inhibitory wastes. Chemical analyses showed that, while the soluble COD removal was high (82%), only 7% of ammonia was oxidized to nitrate. An addition of HS (500 mg L−1) mitigated the inhibitory effect of the wastewater on the returned activated sludge. The system with HS complied with the Monod model for non-inhibitory wastes, and the removal of ammonia and metals was 99% and over 90%, respectively. It is suggested that an application of HS could be beneficial for treatment plants receiving wastewater streams containing heavy metals. 相似文献
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Heidemarie Schaar Manfred Clara Norbert Kreuzinger 《Environmental pollution (Barking, Essex : 1987)》2010,158(5):1399-1404
The design criteria for wastewater treatment plants (WWTP) and the sludge retention time, respectively, have a significant impact on micropollutant removal. The upgrade of an Austrian municipal WWTP to nitrogen removal (best available technology, BAT) resulted in increased elimination of most of the analyzed micropollutants. Substances, such as bisphenol-A, 17α-ethinylestradiol and the antibiotics erythromycin and roxithromycin were only removed after the upgrade of the WWTP. Nevertheless, the BAT was not sufficient to completely eliminate these compounds. Thus, a pilot scale ozonation plant was installed for additional treatment of the effluent. The application of 0.6 g O3 g DOC−1 increased the removal of most of the micropollutants, especially for compounds that were not degraded in the previous biological process, as for example carbamazepine and diclofenac. These results indicated that the ozonation of WWTP effluent is a promising technology to further decrease emissions of micropollutants from the treatment process. 相似文献
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对厌氧发酵所产沼气中的硫化氢(H2S)生物法去除进行了实验研究。结果表明,喷淋液流量、进气H2S浓度、反应温度、进气流量和溶解氧5个因素的较优值分别为40 mL·min-1、3 000 mg·L-1、31℃、120 mL·min-1和0.5 mg·L-1。当反应温度为31℃、溶解氧浓度为0.5 mg·L-1时,通过正交实验确定的因素主次顺序分别是进气流量、喷淋液流量、进气H2S浓度,相应的最佳水平值分别为60 mL·min-1、60 mL·min-1和1 500 mg·L-1。在最优工艺条件下,该生物系统的H2S去除率稳定,可达100%。 相似文献
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以生活污水、含染发污水的混合污水及低浓度染发污水为对象,通过实验研究了SBR去除其COD、总磷、氨氮和总氮效能及活性污泥CAT活性变化特征,结果表明,染发污水对SBR法去除COD、总磷、氨氮影响不大,通过生物方法可以处理低浓度染发污水,染发污水COD、总磷、氨氮和总氮的去除效率可分别达到79.11%、92.16%、74.51%和55.93%,但由于染发污水的环状有机物有可能抑制了异养菌的作用,影响总氮的生物去除效果,使染发污水比生活污水的总氮去除率低14.70%;在反应器正常运行的典型周期内,3种污水的活性污泥CAT活性均呈先高后低的总体变化趋势,且活性污泥CAT活性分别依生活污水、混合污水、染发污水降低。 相似文献