首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 31 毫秒
1.
In solving the deterioration of biological treatment system treating petrochemical wastewater under low temperatures, bioaugmentation technology was adopted by delivering engineering bacteria into a pilot-scale two-stage anoxic-oxic (A/O) process based on previous lab-scale study. Experimental results showed that when the concentrations of COD and NH4 -N of the influent were 370~910 mg/L and 10~70 mg/L, the corresponding average concentrations of those of effluent were about 80 mg/L and 8 mg/L respectively, which was better than the Level I criteria of the Integrated Wastewater Discharge Standard (GB8978-1996). According to GC-MS analysis of the effluents from both the wastewater treatment plant (WWTP) and the pilot system, there were 68 kinds of persistent organic pollutants in the WWTP effluent, while there were only 32 in that of the pilot system. In addition, the amount of the organics in the effluent of the pilot system reduced by almost 50% compared to that of the WWTP. As a whole, after bioaugmentation, the organic removal efficiency of the wastewater treatment system obviously in- creased.  相似文献   

2.
在处理制革废水中常用SBR工艺,试验探讨了不同HRT、进水pH、COD负荷、NH3-N浓度、活性污泥浓度的运行参数,研究SBR工艺处理制革废水的最优运行参数.结果表明:SBR反应器在进水COD为1500~2000mg/L、NH3-N为150~250mg/L、pH为7.5、运行污泥浓度在3.0g/L左右、曝气时间为18h时COD去除率能达到95%左右,NH3-N去除率达到97%左右,其出水能够达到一级出水标准.  相似文献   

3.
In this paper, the characteristics of integrated biological aerated filter (IBAF) applied to municipal wastewater treatment were studied in a pilot scale experiment. The experimental results showed that IBAF has high efficiencies in removing organic pollutants, such as CODCr and SS, in municipal wastewater. The removal rates of CODCr and SS can reach over 90% and 80%, respectively, when COD and SS in the influent are 234 mg L^-1 and 112 mg L^-1, hydraulic retention time (HRT) is 8 h, and the aerated intensity is in the range of (0.5 to 0.6) L m^-2 s^-1.  相似文献   

4.
Multi-stage ponds-wetlands ecosystem for effective wastewater treatment   总被引:2,自引:0,他引:2  
INTRODUCTION Pond systems are commonly employed formunicipal sewage purification, especially in devel-oping countries, due to its cost-effectiveness andhigh potential of removing different pollutants. Un-fortunately, algae would bloom in the ponds andcause secondary pollution of the following stream.To tackle this problem, several methods combiningboth ponds and filtering system had been tried(Christian et al., 2003). Dongying multi-stageponds-wetlands ecosystem was designed embodyi…  相似文献   

5.
Performance of biological phosphorus removal in the oxic-settling-anaerobic (OSA) process was investigated. Cell staining and fluorescent in situ hybridization (FISH) were used to analyze characteristics and microbial community of sludge. Experimental results showed that phosphorus removal efficiency was near 60% and the amount of biological phosphorus accumulation in aerobic sludge of the OSA system was up to 26.9 mg/g. Biological phosphorus removal efficiency was partially inhibited by carbon sources in the continuous OSA system. Contrasted to the OSA system, biological phosphorus removal efficiency was enhanced by 14% and the average total phosphorus (TP) contents of aerobic sludge were increased by 0.36 mg/g when sufficient carbon sources were supplied in batch experiments. Staining methods indicated that about 35% of microorganisms had typical characteristics of phosphorus accumulating organisms (PAOs). FISH analysis demonstrated that PAOMIX-binding bacteria were predominant microbial communities in the OSA system, which accounted for around 28% of total bacteria.  相似文献   

6.
A sequencing batch reactor (SBR) seeded with activated sludge was established for landfill leachate treatment. Small bio-aggregates began to appear after 40-d operation, and gradually changed to mature aerobic granules, with a mean size of 0.36–0.60 mm. Their sludge volume index at 5 min (SVI5 min), mixed liquor volatile suspended solids (MLVSS), and wet density were around 35 ml/g, 3.4 g/L, and 1.062 g/cm3, respectively. The settling velocities of the granules in distilled water ranged from 0.3 to 1.3 cm/s, which were faster than those in landfill leachate with a salt content of 1.4% (w/v), and also slightly faster than those predicted by Stokes’ law for porous but impermeable particles. Microbial community evolution during the granulation process and stages under different nitrogen loading rates (NLRs) were monitored and analyzed by polymerase chain reaction-denaturing gradient gel electrophoresis (PCR-DGGE), cloning, and sequencing of 16S ribosomal RNA (rRNA) fragments. Results revealed that some primary and dominant communities in inoculating activated sludge died out gradually; while a few common bacteria, inhabiting soils, municipal wastewater, or activated sludge systems, dominated in the SBR system throughout. In addition, some other dominant species, associated with the aerobic granulation process, were thought to play a significant role in the formation and growth of aerobic granular sludge. During the stable operation time under low NLR, a few species were present in abundance, and may have been responsible for the high organic removal efficiency at this time.  相似文献   

7.
硼泥处理电镀废水中铬(Ⅵ)的研究   总被引:5,自引:0,他引:5  
本文采用硫酸亚铁还原,硼泥絮凝沉降的方法处理电镀废水中的铬(Ⅵ).控制还原时的pH值为 3.5~5.5,铬(Ⅵ):硫酸亚铁:硼泥二1:20:140(重量比),铬(Ⅵ)去除率达99%以上.对于铬(Ⅵ)浓度小于1000mg/L的废水,经一次处理,就可以达到国家的排放标准.  相似文献   

8.
The characteristics of the start-up period of single-step autotrophic nitrogen removal process were investigated. The autotrophic nitrogen removal process used a sequencing batch reactor to treat wastewater of medium to low ammonia-nitrogen concentration, with dissolved oxygen (DO), hydraulic retention time (HRT) and temperature controlled. The experimental conditions were temperature at (30±2) ℃, ammonia concentration of (60 to 120) mg/L, DO of (0.8 to 1.0) mg/L, pH from 7.8 to 8.5 and HRT of 24 h. The rates of nitrification and nitrogen removal turn out to be 77% and 40%, respectively, after a start up period going through three stages divided according to nitrite accumulation: sludge domestication, nitrifying bacteria selection and sludge adaptation, It is demonstrated that dissolved oxygen is critical to nitrite accumulation and elastic YJZH soft compound packing is superior to polyhedral hollow balls in helping the bacteria adhere to the membrane.  相似文献   

9.
研究了组合工艺(高温55℃UASB反应器一常温三相好氧生物流化床)对含盐偶氮染料活性嫩黄X-6G的去除能效。试验结果表明:在水温为55℃,运行周期120d,水力停留时间18h的条件下,此工艺对于CODCr为600~1 000mg/L,含盐量为25~35g/L,活性嫩黄X-6G的浓度为40~50mg/L的染料废水,染料及CODCr的去除率可达80%~90%。  相似文献   

10.
INTRODUCTION Coking wastewater is generated in the produc- tion of coke, coal gas, tar and other coke by-products The coking wastewater includes inorganic pollutants such as ammonia, cyanogen, sulfocyan, heterocycle compounds and polycyclic aromatic compounds such as phenol, oils, naphthalene, pyridine, quinoline and anthracites, which are difficult to biodegradation under aerobic conditions (Ganczarczyk, 1972). Dis- charge of coking wastewater to the environment may cause severe contamin…  相似文献   

11.
An improved configuration of the membrane stack was adopted in the electrodeionization (EDI) cell to prevent precipitation of bivalent metal hydroxide during the running. The operational parameters that influenced the removal of copper ions from the dilute solution were optimized. The result showed that a moderate decrease in the inlet pH value and a moderate increase in the applied voltage could achieve a better removal effect. The steady process of electroplating wastewater treatment could be achieved with a removal efficiency of more than 99.5% and an enrichment factor of 5-14. The concentration of copper in purified water was less than 0.23 mg/L. This demonstrated the applicability of recovering heavy metal ions and purified water from electroplating effluent for industrial reuse.  相似文献   

12.
1Introduction Dyeingwastewaterisakindofindustrialwastewater whichisdifficulttotreat.Itcontainsnotonlyhigh concentrationsofbiggermolecules,e.g.,nitryland aminocompounds,butalsoalargeamountofheavy metals,whicharetoxiccompositionformostof micro organisms.The…  相似文献   

13.
A/O工艺与分段进水两种生物脱氮工艺的比较研究   总被引:1,自引:0,他引:1  
从脱氮率、工艺运行以及节能角度对A/O工艺与分段进水2种生物脱氮工艺进行比较.结果表明,当污泥回流比为50%的条件下,分段进水工艺能达到高于80%的总氮去除率,但是A/O工艺只能达到40%.在污泥回流比为100%、硝化液回流比为200%的条件下,A/O工艺能够达到78.32%的总氮去除率,但是SVI值将达到143mL/g.而达到同样甚至更高的总氮去除率(81.1%),分段进水工艺的SVI值只有94.4mL/g.分段进水工艺中污泥膨胀得到很好的控制.分段进水工艺在适用性、脱氮率、运行稳定性方面优于A/O工艺.  相似文献   

14.
采用三维电极/Fenton试剂/中和法对广东某包装厂高浓度油漆废水进行处理,实验结果表明:油漆废水通过铁板三维电极在电压18V、极板间距4cm、pH自然和电解3h条件下,COD去除率达67.1%;电解水在H2O2投加量为13mL/L(30%)、Fe^2+投加量为40mL/L(10%)、反应时间为3h时,COD为109mg/L;将处理水pH调至6-9,出水COD可降至100mg/L以下,达到国家《污水综合排放标准》(GB8978-1996)二级排放标准。  相似文献   

15.
改性凹凸棒石对景观河水的净化研究   总被引:1,自引:0,他引:1  
通过酸、十六烷基三甲基溴化铵(HDTMA)、NaCl、Al2(SO4)3及NaCl-Al2(SO4)3分别改性凹凸棒石,考察其及原土助凝(聚合氯化铝)PAC净化景观河水的效果。结果表明:当PAC投量为60 mg/L时,HDTMA改性凹凸棒石助凝净化COD的效果最好,去除率高达84%;Al2(SO4)3改性凹凸棒石助凝净化TP的去除率最高,达99%;各种凹凸棒石助凝净化NH4+-N的效果相差不大;NaCl-Al2(SO4)3改性凹凸棒石助凝净化后的浊度去除率最高,达97%。投加原土及各种改性凹凸棒石后,相对于单独使用PAC混凝处理,沉淀污泥体积都大幅度减小,降低了后续污泥处理难度。  相似文献   

16.
题目:改良型多介质土壤渗滤系统对甲鱼养殖废水的净化效果研究
  目的:通过向多介质土壤渗滤系统(MSL)的土壤层添加污泥,研究改进后的系统对工厂化甲鱼养殖废水的处理效果,分析系统内微生物群落的变化,以期部分揭示其可能的作用机理。
  创新点:工厂化甲鱼养殖废水排放量日益增大,且水体氨氮含量较高。目前市场上缺乏针对甲鱼养殖废水的处理技术,MSL系统对该废水的处理也未有报道。本文在 MSL 系统的基础上进行改良,并将其应用于甲鱼养殖废水处理上,提出一套有效的甲鱼养殖废水处理技术,并对 MSL 系统内微生物群落结构进行了分析。
  方法:向4套MSL小试装置中分别添加0%、5%、10%和20%污泥,研究其对工厂化甲鱼养殖废水的净化效果。试验中水质指标测定均按国家标准方法进行,系统内微生物群落结构采用聚合酶链反应-变性梯度凝胶电泳(PCR-DGGE)法测定。
  结论:MSL系统可有效地处理工厂化甲鱼养殖废水,向系统中添加20%污泥后处理效果更佳。添加20%污泥的系统内具有较高的硝化类细菌多样性和都较多的生物量。  相似文献   

17.
Aerobically activated sludge processing was carried out to treat terylene artificial silk printing and dyeing wastewater (TPD wastewater) in a lab-scale experiment, focusing on the kinetics of the COD removal. The kinetics parameters determined from experiment were applied to evaluate the biological treatability of wastewater. Experiments showed that COD removal could be divided into two stages, in which the ratio BOD/COD (B/C) was the key factor for stage division. At the rapid-removal stage with B/C>0.1, COD removal could be described by a zero order reaction. At the moderate-removal stage with B/C<0.1, COD removal could be described by a first order reaction. Then Monod equation was introduced to indicate COD removal. The reaction rate constant (K) and half saturation constant (KS) were 0.0208-0.0642 L/(gMLSS)·h and 0.44-0.59 (gCOD)/L respectively at 20 ℃-35 ℃. Activation energy (Ea) was 6.05×104 J/mol. By comparison of kinetic parameters, the biological treatability of TPD wastewater was superior to that of traditional textile wastewater. But COD removal from TPD-wastewater was much more difficult than that from domestic and industrial wastewater, such as papermaking, beer, phenol wastewater, etc. The expected effluent quality strongly related to un-biodegradable COD and kinetics rather than total COD. The results provide useful basis for further scaling up and efficient operation of TPD wastewater treatment.  相似文献   

18.
INTRODUCTIONInordertogetpliableandelegantterylenefabricjustlikesilk,terylenegreigeclothisalwayspretreatedwithalkali-decompositionprocesswh-ereinterylenegreigeclothishydrolyzedtosomeextentinNaOHsolutionatcertaintemperature(T)andpressure.Duringthisprocess,thesuperficialterylenefibreispeeledofffromtheclothanddis-solvedintosolution,inwhichteryleneacid(TA)andethyleneglycolaredischargedaspollutantsinwastewater.Theobtainedterylenefabricwithsi-lkenwrinkleandsoftfeelingiscalledartificialsilkfabr…  相似文献   

19.
针对印染废水脱色难的问题,实验采用Fenton氧化正交试验法对活性红、蓝、黑SNE 3种单体活性染料配制的模拟废水和实际印染废水进行了脱色和去除COD的研究.结果表明,Fenton法对印染废水色度有90%以上的脱色效果,其最优化实验条件为:水样初始pH=4,30%H2O2投加量为2 ml/L,FeSO4.7H2O投加量为400 mg/L,反应时间为30 min.优化条件下,在废水有效脱色的同时,Fenton氧化还能使实际印染废水COD去除率达91.88%,降解效果明显.  相似文献   

20.
建设精品实验项目深化创新人才教育   总被引:1,自引:0,他引:1  
精品实验项目“细菌纯种分离和培养”以校园河水、上海某污水处理厂的生活污水和生化反应池中的活性污泥等实际环境样品为研究对象,利用浇注平板法对校园河水、生活污水和活性污泥中的特有微生物进行分离、纯化,旨在得到能够降解污染物的细菌纯种.该项目将微生物学基本理论知识与实际环境问题相联系,将环境微生物学实验中原先相对独立的多个基本实验通过有机组合形成了一个完整的探索性综合实验,激发学生的学习兴趣,增强学生的主观能动性,培养学生的实践能力和创新能力.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号