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难生物降解有机废水是废水处理的难点。阐述了高压脉冲电凝聚技术处理高浓度、难生物降解有机废水的最新机理。采用高压脉冲电凝聚技术处理活性染料(活性红)生产废水.研究了影响高压脉冲电凝聚技术处理活性染料废水效果的操作条件及影响因素.结果表明,在最佳处理工艺条件下。CODCr浓度12628mg/L的生产废水经处理后CODCr去除率为65%左右。再经后续混凝沉淀,最终出水CODCr可降低到1000mg/L以下。 相似文献
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纺织废水集中处理厂升级改造关键技术 总被引:1,自引:1,他引:0
某纺织废水集中处理厂接纳的主要废水为棉纺织、染整、洗毛、化工等综合性废水。这种废水成分复杂.污染程度高,混合废水CODCr质量浓度高达2000mg/L,pH值达13。为响应江苏省DB32/1072--2007《湖地区城镇地区水处理厂及重点工业行业主要水污染物排放限值》的新标准,研究了老污水厂升级改造的关键技术:首先采用清浊分流,将高浓度的退浆废水与洗毛废水经8d厌氧预处理,使CODCr质量浓度由8000mg/L降至1800mg/L.然后与印染废水混合,使调节池出水CODCr质量浓度从1600mg/L降至800mg/L左右;污泥量减少40%~50%;并深化曝气生物滤池处理工艺,采用气水联合反冲洗,节约80%反冲洗水,并使曝气生物滤池出水CODCr质量浓度稳定在60mg/L以下。 相似文献
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高浓度Cu-COD废水处理方法研究 总被引:3,自引:0,他引:3
采用化学凝聚-生物流化床法对含Cu1700—3800mg/L和COD3900—5400mg/L的Cu-COD)废水进行处理试验研究。着重研究了生物流化床挂膜驯化条件和废水停留时间、容积负荷,气水比及化学凝聚条件等与去除COD和Cu的关系。试验结果表明,采用凝聚-生物流化床组合工艺并在控制适宜条件下,处理高浓度Cu-COD废水是有效的,处理后排放水中铜浓度可达0.20—0.82mg/L,COD可达150—180mg/L,铜总去除率可达99.97%,COD总去除率可达95%—96%。 相似文献
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Introduction D istillery w astew ater m ainly includes spent w ash, w hich is one of the m ost com plex, troublesom e industrial organic effluents. This kind of w astew ater has previously been treated aerobically after dilution w ith other w ash w aters.… 相似文献
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复合式Carrousel氧化沟处理城市污水研究 总被引:1,自引:0,他引:1
在Carrousel氧化沟中悬挂半软性填料而组件的复合式氧化沟处理人工合成的城市污水,通过小试研究,考察了复合式氧化沟在不同的HRT时运行效能和特性,分析了复合式氧化沟工艺在污染物去除方面的优势。试验表明,当HRT从55h减少到10h,COD去除率从99.1%减少到86.6%,BOD5去除率从99.4%下降到92.8%,氨氮去除率从98%减少到83.0%;当复合式氧化沟在HRT=20h的条件下运行,进水COD、BOD5和氨氮分别为125.3~492mg/L,56.26~249.44mg/L,20~32.91mg/L,去除率分别为90.2%~97.0%,94.4%~99.3%,90.1%~98.7%。复合式Carrousel氧化沟耐冲击负荷能力强,各类污染物的去除效率很强。 相似文献
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应用A/O-MBR处理实际生活污水,考察了不同溶解氧(DO)条件下,微生物群落结构与其处理效果的对应关系.结果表明,DO浓度在0.2~4.0mg/L对COD去除效果无明显影响,COD平均去除率均在90%以上.DO浓度变化对NH4+-N去除影响较大,DO浓度下降到0.2mg/L时,NH4+-N平均去除率由99%下降到65%.通过PCR-DGGE分析,较高DO条件下(4.0,2.0mg/L)的总细菌微生物群落多样性高于较低DO条件(0.5,0.2mg/L),但其群落结构变化与与反应器的处理效果对应关系不明显;氨氧化菌的群落结构变化较明显,且在不同的DO条件下起主要作用的氨氧化菌的菌属不同,其群落变化与反应器的NH4+-N去除效果相对应,DO为2.0,0.5mg/L时氨氧化菌群落结构比较相似,此时反应系统的脱氮效果也比较好. 相似文献
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Enhanced biological nutrient removal by the alliance of a heterotrophic
nitrifying strain with a nitrogen removing ecosystem 总被引:3,自引:0,他引:3
Nitrogen removal from synthetic wastewater was investigated in an airlift bioreactor (ALB), augmented with a novel heterotrophic nitrifier Pseudonocardia ammonioxydans H9^T under organic carbon to nitrogen ratios (Corg/N) ranging from 0 to 12. Effect of the inoculated strain was also determined on the settling properties and the removal of chemical oxygen demand (COD). Two laboratory scale reactors were set up to achieve a stable nitrifying state under the same physicochemical conditions of hydraulic retention time (HRT), temperature, pH and dissolved oxygen (DO), and operated under the sequencing batch mode. The level of DO was kept at 0.5- 1.5 mg/L by periodic stirring and aeration. Each specific Corg/N ratio was continued for duration of 3 weeks. One of the reactors (BR2) was inoculated with P ammonioxydans H9^T periodically at the start of each Corg/N ratio. Sludge volumetric index (SVI) improved with the increasing Corg/N ratio, but no significant difference was detected between the two reactors. BR2 showed higher levels of nitrogen removal with the increasing heterotrophic conditions, and the ammonia removal reached to the level of 82%-88%, up to10% higher than that in the control reactor (BR1) at Corg/N ratios higher than 6; however, the ammonia removal level in experimental reactor was up to 8% lower than that in control reactor at Corg/N ratios lower than 2. The COD removal efficiency progressively increased with the increasing Corg/N ratios in both of the reactors. The COD removal percentage up to peak values of 88%-94% in BR2, up to 11% higher than that in BR1 at Corg/N ratio higher than 4. The peak values of ammonia and COD removal almost coincided with the highest number (18%-27% to total bacterial number) of the exogenous bacterium in the BR2, detected as colony forming units (CFU). Furthermore, the removal of ammonia and COD in BR2 was closely related to the number of the inoculated strain with a coefficient index (R2) up to 0.82 and 0.85 for ammonia and 相似文献
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pH和DO对好氧颗粒污泥去除高氨氮废水的影响研究 总被引:1,自引:0,他引:1
研究使用SBR成功培养的结构紧密、外形规则,具有良好脱氮性能的成熟好氧颗粒污泥处理高浓度氨氮废水,并探讨pH和DO对其处理效果的影响,旨在为工程实践提供理论依据。通过人工模拟废水,以蔗糖作为唯一碳源,NH4Cl为氮源,将进水NH4+-N浓度由300 mg/L逐步提高至900 mg/L,相应的NH4+-N负荷由0.6 kg/(m3.d)提高至1.8 kg/(m3.d),考察pH和DO对其处理效果的影响。研究结果表明:当控制反应器pH为8.0,曝气量为75 L/h时,好氧颗粒污泥脱氮的效果最好,氨氮去处率分别为96.70%9、2.33%。由于运行过程中每隔15 min监测每个反应器pH值,使其维持在各自pH值7.0±0.1范围内。这种酸碱度环境对异养菌等微生物并没有产生抑制作用;因此在各pH条件下,COD去除的所需时间和去除率基本没有差别。在不同的DO下,COD在初始的60 min里降解速度有明显区别。曝气量为150 L/h时,COD的降解速度最快,但是曝气量过大颗粒污泥内部厌氧区被压缩,因此选择最佳的曝气量为75 L/h。 相似文献
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耐高氨氮异养硝化-好氧反硝化菌TN-14的鉴定及其脱氮性能 总被引:8,自引:6,他引:2
从环境中筛选出1株耐高氨氮、具有产絮、异养硝化-好氧反硝化能力的新菌株TN-14,对其进行生理生化特征及分子鉴定、异养硝化-好氧反硝化能力以及产絮性能的考察,并研究其与耐氨氮能力以及对高氨氮猪场废水的除污性能.根据菌株生理生化特征以及分子鉴定结果,可初步确定菌株TN-14为不动杆菌Acinetobacter sp..异养硝化反应体系中,24 h内菌株TN-14对氨氮、总氮的去除率分别达到97.13%和93.53%;硝酸盐反硝化体系中,24 h内硝态氮从94.24 mg·L-1降到39.32mg·L-1,硝态氮的去除率达到58.28%,反硝化速率为2.28 mg·(L·h)-1;亚硝酸盐反硝化体系中,亚硝态氮从反应初始浓度97.78 mg·L-1下降到21.30 mg·L-1,亚硝态氮去除率达78.22%,反硝化速率为2.55 mg·(L·h)-1.菌株TN-14具有良好的产絮特性,其培养液对0.4%的高岭土悬浊液的絮凝率可达94.74%;菌株TN-14能够在氨氮高达1200 mg·L-1的环境下生长.菌株TN-14对实际猪场废水中的COD、氨氮、总氮和总磷去除率分别达到85.30%、65.72%、64.86%和79.41%,在实际高氨废水生物处理中具有良好的应用前景. 相似文献