共查询到19条相似文献,搜索用时 78 毫秒
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采用两段SBR工艺处理石化废水 总被引:1,自引:0,他引:1
采用两段序批式活性污泥反应器(SBR)工艺处理高浓度石化废水,考察了DO、MLSS、反应温度对废水处理效果的影响。实验结果表明,两段SBR系统中有机物降解存在着不同的作用机理,第一段主要以去除易降解有机物为主,第二段主要以去除难降解有机物为主。在进水COD为4000mg/L、SBR1中DO为4~5mg/L、MLSS为5000mg/L,SBR2中DO为2~4mg/L、MLSS为3000mg/L、反应温度约为20℃的条件下,废水COD去除率达90%以上。 相似文献
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间歇式活性污泥反应器内短程同步硝化反硝化的研究 总被引:2,自引:2,他引:0
以絮状活性污泥为种泥,以模拟城市生活污水为处理废水,在间歇式活性污泥反应器(SBR)内进行污泥的驯化和培养,通过控制运行条件在SBR内成功实现了NO2-N的积累和短程同步硝化反硝化。实验结果表明,NO2-N积累阶段,控制温度(31±1)℃、曝气量40~45L/h、污泥泥龄9—15d,SBR内NO2-N积累率可达95%-96%。培养成熟的好氧颗粒污泥平均粒径为3—5mm,用其进行短程同步硝化反硝化实验,一个反应周期5h结束后SBR出水的COD,NO2-N,TN去除率分别达92%,95%,85%。 相似文献
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本研究考虑到污染物与代谢中间产物吸附性的差异,吸附与再生的时间差异,达到泼水处理水平与污泥恢复的时间差异,不增加任河设备与操作程序,将SBR系统改进为SCS系统,既克服了SBR对水量冲击缓冲能力差的缺点,又保持了SBR间歇活性污泥法的优点,获得与SBR相同的出水水质。 相似文献
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采用序批式反应器(SBR)处理模拟精对苯二甲酸(PTA)废水,考察了曝气量、沉降时间、进水方式等对对苯二甲酸(TA)生物降解效果的影响。实验结果表明,对于TA质量浓度小于1500mg/L的废水,采用完全曝气SBR运行4h,TA和COD的去除率均能达到95%以上,TA平均去除速率随TA浓度的增加而增大。TA质量浓度为1500mg/L时,曝气量、沉降时间和进水方式是影响其降解效果的主要因素。采用SBR处理高浓度PTA废水可克服污泥膨胀和抗冲击负荷能力弱的问题,且系统的稳定性和PTA废水的处理效果较好。 相似文献
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从含酚废水处理的反应过程动力学研究出发,推求得SBR的数学模型。由此可以认为,SBR的充水时间长短是设计和运行的关键参数。当废水浓度低时,缩短充水时间可以提高SBR的容积效率;废水浓度高时,不同废水浓度将有不同的最佳充水时间。 相似文献
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SBR生化法处理有机磷农药废水 总被引:6,自引:0,他引:6
采用SBR生化法处理有机磷农药废水,生产规模试运行结果表明,SBR生化法具有装置结构简单、运转录活、操作方便、COD和有机磷去除率高等特点。 相似文献
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采用水解酸化—固定化微生物流化床—氧化混凝联合工艺处理湿法腈纶废水.该工艺采用的高效菌微生物固定化技术及新型氧化混凝技术均对湿法腈纶废水有较好的处理效果.实验结果表明:在水解酸化温度为42℃、水解酸化运行周期为20 h的条件下,接种活性污泥和高效菌的SBR的COD去除率为26.0%;在新型氯铁型氧化混凝剂加入量为15 mL/L的条件下,混凝出水COD可降至66 mg/L.水解酸化—固定化微生物流化床—氧化混凝联合工艺的总COD去除率可达89.4%. 相似文献
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蒽醌染料废水处理技术 总被引:10,自引:0,他引:10
对蒽醌染料废水分别用混凝沉淀法,微电池法,O3法进行了预处理试验,用生物膜SBR法和活性污泥SBR法进行了生化处理试验。试验数据表明,废水经PAM混凝沉淀-铁炭微电池预处理和生物膜SBR处理后,可达标排放。 相似文献
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采用UASB-SBR-絮凝工艺处理地沟油制生物柴油废水,考察了各个阶段的废水处理效果。实验结果表明:UASB稳定运行阶段进水COD约为15000mg/L时,COD去除率约为87%,出水COD在2500mg/L以下,出水挥发性脂肪酸(VFA)浓度为4~6mmol/L,最佳容积负荷为15.0kg/(m3·d);采用SBR处理UASB出水,当容积负荷为1.5kg/(m3·d)时,出水COD在200mg/L以下,COD去除率在83%以上,ρ(NH3-N)在5mg/L以下,TP约为25mg/L。向SBR出水中加入质量分数为5%的聚合氯化铝进行化学除磷,加入量为5mL/L,处理后废水TP为4~6mg/L。处理后废水的COD,ρ(NH3-N),TP均达到CJ343-2010《污水排入城市下水道水质标准》的A类要求。 相似文献
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以厌氧颗粒污泥为接种污泥,采用味精生产废水进行培养,在SBR中以逐渐降低污泥沉淀时间的方法成功培养出好氧颗粒污泥。实验结果表明:污泥接种65 d后,出现细小的好氧颗粒污泥,呈黄褐色,95 d后颗粒污泥趋于成熟,粒径达0.6 mm左右,且周围存在大量原生动物;运行95 d后MLSS提高至8.00 g/L,SVI降至30.00 mL/g左右;成熟后的好氧颗粒污泥对味精生产废水中的COD和NH3-N具有良好的去除效果,出水COD和ρ(NH3-N)分别为80 mg/L和2 mg/L左右。 相似文献
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The removal of nitrogen and organics from municipal landfill leachate in sequencing batch reactors (SBR) was investigated in the present study. The influence of hydraulic retention time (HRT), sludge age, manner of leachate dosage (short filling period of SBR and filling during the reaction period), and operational conditions with and without a mixing phase in the SBR cycle was explored. Four series were performed. In each series, the HRT used in the four SBRs was 12, 6, 3 and 2 days, respectively. Series 1 and 2 were characterized by a short leachate filling period, whereas series 3 and 4 were characterized by filling during the 4 h duration of the reaction in the SBR cycle. In series 1-3 SBR reactors worked with mixing and aeration phases, whereas in series 4 they worked only with an aeration phase. The effectiveness of the removal of organics increased with the extension of the HRT of leachate, particularly under operational conditions with the mixing and aeration phases in the SBR cycle. At 12 days HRT, the SBRs with the mixing and aeration phases in the cycle (series 1-3) showed better results than those with only an aeration phase (series 4). However, at 2 days HRT the operational conditions in SBR reactors with leachate filling over the reaction period (series 3 and 4) were more suitable. The highest efficiency of ammonium removal was obtained in series 1 with a short leachate filling period. In this series, at an HRT of 3-12 days, the ammonium concentration in the effluent did not exceed 1 mg NNH4 L(-1). Nitrogen removal proceeded mainly in the aeration phase as a result of ammonium losses and, to a lesser extent, dissimilative nitrate reduction over the mixing phase. The highest percentage of nitrogen removal as a result of ammonium losses was observed in series with a short filling period and long sludge age (series 1) and also in series without a mixing phase and filling over the aeration phase (series 4), whereas the highest nitrogen consumption for biomass production occurred in series 3 with filling during the reaction period and mixing phase of the cycle. 相似文献