固定化氯酚降解菌强化SBR系统治理氯酚废水

将降解2,4-二氯酚(简2,4-DCP)的高效菌群固定化后,投加到序批间歇式生物反应器中(即SBR系统),研究了强化投菌对系统去除2,4-DCP的影响,并比较了强化系统中投加的高效菌和固有菌在不同运行阶段对2,4-DCP的降解作用.结果表明,投加高效菌种能够缩短SBR系统处理2,4-DCP的启动时间,增强其耐负荷冲击的能力,不加固定化菌的对照系统可耐受66mg/L2,4-DCP负荷冲击,而以1.85%, 3.71%,5.56%和9.28%高效菌的强化SBR系统则可分别耐受166,250,250,250mg/L的2,4-DCP负荷冲击.SBR强化系统运行初期对2,4-DCP的去除主要靠固定化高效菌的作用,运行一个月后,固有菌和投加菌对2,4-DCP都具有很强的降解作用.     

水质对UV/H_2O_2降解2,4-二氯酚的影响

研究了UV/H2O2工艺对2,4-二氯酚(2,4-DCP)的去除效果和水中阴离子、腐殖酸对该工艺降解2,4-DCP的影响。结果表明:UV/H2O2工艺可以有效的去除水中2,4-DCP,光降解过程符合一级反应动力学模型;在H2O2投加量为8mg/L,1个30W低压汞灯照射下,2,4-DCP在蒸馏水和自来水中光降解速率常数分别为0.0232/min和0.0162/min;NO3-、Cl-、HCO3-对2,4-DCP光降解有抑制作用;当3种离子浓度为0.5mmol/L、10mmol/L、20mmol/L时,对2,4-DCP光降解的抑制程度为HCO3->NO3->Cl-;随着离子浓度增大,抑制作用增强;自来水中的光降解速率常数低于蒸馏水中的光降解速率常数是由于水中多种离子影响的结果;腐殖酸在低浓度时,促进光降解反应的进行,在高浓度时,2,4-DCP的光降解氧化受到抑制。     

纳米四氧化三铁对2,4-D的脱氯降解

采用纳米四氧化三铁(Fe3O4)降解水溶液中的2,4-二氯苯氧乙酸(2,4-D),考察了2,4-D初始浓度、纳米Fe3O4投加量、溶液pH和温度等因素对2,4-D降解率的影响.结果表明,纳米Fe3O4对2,4-D有显著的降解效果,初始浓度为10 mg/L的2,4-D, 48 h内降解率可达48%.纳米Fe3O4对2,4-D的降解是一个还原脱氯过程,反应体系中氯离子浓度随2,4-D浓度降低而升高.LC/MS分析表明,2,4-D降解的主要产物是苯酚,其他中间产物是2,4-二氯苯酚(2,4-DCP)、4-氯苯酚(4-CP)和2-氯苯酚(2-CP).溶液中2,4-D的降解符合准一级反应动力学,产物4-CP、2,4-DCP和苯酚的反应速率常数K分别为0.0043、0.0026和0.0032 h -1.环境条件对降解效率有显著影响,2,4-D初始浓度在0～10 mg/L、纳米Fe3O4投加量0～300 mg/L的范围内,2,4-D降解率随初始浓度和纳米Fe3O4投加量的增加而增大;pH对2,4-D的脱氯降解有显著影响,在pH为3.0时,纳米Fe3O4对2,4-D的还原脱氯效果最好;温度升高,可以提高脱氯反应速率.     

耐低温苯酚降解菌的降解动力学研究

研究耐低温菌在15℃水温条件下对不同浓度苯酚的生物降解作用,采用反应动力学方程拟合其降解过程。结果表明：菌株在低温下可降解苯酚,当菌体质量浓度一定时,苯酚降解率及平均降解速率主要与苯酚初始浓度有关。当初始浓度〈350 mg/L时,在48 h内可完全降解,菌株降解过程中没有出现苯酚毒性抑制作用,遵循Monod方程;当初始浓度〉350 mg/L时,苯酚降解率及降解速率均有所下降,由于初始浓度高对菌体产生了抑制作用,降解过程以基质抑制型的Hal-dane方程为主。     

2,4-二氯酚对杞柳的毒性及在其体内的吸收与降解

在含有2,4-二氯苯酚(2,4-DCP)人工配置的营养液中培养杞柳(Salix integra),研究了2,4-DCP 对杞柳的急性毒理效应以及在杞柳体内的吸收降解规律.结果表明,杞柳暴露在10~100mg/L 2,4-DCP 下,生长明显受到抑制.2,4-DCP 主要累积在杞柳根系中,在前48h, 2,4-DCP在根系和地上部中的含量急剧上升;96h 内, 2,4-DCP 在杞柳根系和地上部中的浓度分别为265.14,12.51mg/kg,根浓缩系数(RCF)达到了70.18.在无污染的营养液中培养,杞柳根系和地上部中的2,4-DCP 在7d 内下降到50.74,2.66mg/kg,且降解过程符合一级动力学方程,降解速率常数分别为0.0141,0.0066h-1.同时,根系组织中多酚氧化酶(PPO)和过氧化物酶(POD)活性受到2,4-DCP 的明显抑制.在低浓度污染水环境下,杞柳是修复2,4-DCP 的较好植物.     

气升式内循环蜂窝陶瓷反应器降解2,4-二氯酚的研究

从以2,4-二氯酚(2,4-DCP)长期驯化的好氧活性污泥中分离出一株以2,4-DCP为唯一碳源的菌种,将这种菌固定在气升式内循环蜂窝陶瓷反应器内,研究了此反应器在半连续流运行时,对2,4-DCP单基质及其与苯酚共基质时对污染物的降解情况及降解动力学.结果表明,2,4-DCP单基质时,反应器对氯酚的去除效果随着实验次数的增加而加快;2,4-DCP与苯酚共基质时,苯酚的降解速率随着半连续流实验次数的增加而加快,而氯酚的降解速率则表现出下降的趋势.此外,还研究了此反应器在连续流运行时对2,4-DCP的降解,水     

旱柳无性系对2,4-二氯苯酚的耐性、去除和吸收

对4个旱柳（Sailx matsudana）无性系8,10,18和22号进行了水培试验,研究了96h后旱柳对水中2,4-二氯苯酚（2,4-DCP）的去除和吸收积累能力. 结果表明:旱柳可促进2,4-DCP降解,在96 h内4个旱柳无性系8,10,18和22号对20 mg/L的2,4-DCP去除率分别为56.63%,59.85%,55.17%和56.90%. 将4个旱柳无性系分别曝露在10,20和30 mg/L的2,4-DCP环境中,随着ρ（2,4-DCP）的增大,根系和地上部分中的w（2,4-DCP）增加,且根>茎叶;10号无性系地上部分未检测出2,4-DCP且其根系中的w（2,4-DCP）显著低于其他无性系;22号根系和地上部分的w（2,4-DCP）均显著高于其他无性系.水溶液中ρ（2,4-DCP）小于20 mg/L时,2,4-DCP对旱柳生长无显著抑制作用. 不同旱柳无性系对2,4-DCP均具有一定的吸收蓄积能力.      

ZVI/EDDS/Air体系降解水中2,4-二氯酚的研究

建立零价铁(ZVI)、乙二胺二琥珀酸(EDDS)和曝气三者组成的类Fenton(ZVI/EDDS/Air)处理体系,考察了初始EDDS浓度、铁粉投加量、曝气速率、2,4-二氯酚(2,4-DCP)浓度、初始pH以及反应温度等对水溶液中2,4-DCP降解的影响.结果表明,该体系能有效降解2,4-DCP,并且其降解规律符合准一级动力学方程.在2,4-DCP质量浓度100 mg·L-1、EDDS浓度0.80 mmol.L-1、铁粉投加量20 g·L-1、曝气速率为2 L.(min.L)-1的最佳实验条件下室温反应1 h,2,4-DCP的降解率达到99%.ZVI/EDDS/Air体系对氯酚的降解较ZVI/EDTA/Air体系具有环境友好、反应条件温和,而且对2,4-DCP的降解效果好等优点.     

4-氯酚存在对生物强化系统降解2,4-二氯酚的影响研究

采用生物强化技术降解废水中的难降解有机物 2 ,4 二氯酚 (简称 2 ,4 DCP) ,研究了不同浓度的 4 氯酚 (简称 4 MCP)存在对 2 ,4 DCP降解的影响 ,并通过半连续流实验研究了 4 MCP长期存在下 ,强化系统中 2 ,4 DCP和 4 MCP降解速率的变化趋势 .结果表明 ,第 1次半连续流实验中 ,4 MCP浓度为 5、10、2 0及 30mg L时 ,都会对强化系统中 2 ,4 DCP的降解速率产生一定的抑制作用 ,而且抑制作用随着 4 MCP浓度的增加而增强 .随着半连续流实验次数的增加 ,4 MCP对 2 ,4 DCP降解的抑制作用减弱甚至消失 ,共基质时 2 ,4 DCP的降解速率反而比其单基质半连续流运行时快 .4 MCP与 2 ,4 DCP共基质存在时 ,2 ,4 DCP优先被微生物利用 ,此后 4 MCP才被降解 ,表现出两阶段降解的现象 .     

采用高效菌提高普通活性污泥系统抗2,4-DCP负荷冲击能力

研究了用于处理生活污水的普通活性污泥反应器(CAS)受到2,4-二氯酚(2,4-DCP)间歇性负荷冲击时,投加高效菌的生物强化系统和对照系统对污染物的响应及系统稳定性,并考察了长期运行过程中强化系统对目标污染物去除能力的变化.结果表明,投加5%和15% 2,4-DCP复合高效菌的强化CAS系统,其对目标污染物的降解能力及抗负荷冲击能力得到显著提高.当系统受到间歇性2,4-DCP负荷冲击[110.37～171.60 mg/(L·d)]时,对于单次投菌后前30日内发生的间歇性负荷冲击,强化系统有效保持了对目标污染物的强化效果;在无2,4-DCP存在的情况下连续运行70d,当系统再次受到2,4-DCP负荷冲击时,强化系统的强化效果与前几次相比已明显下降,不能够快速有效去除污染物并维持系统稳定,因此有必要再次投加高效菌.     

电-Fenton氧化降解2,4-二氯酚

以气体扩散电极为阴极,以Ti/SnO₂-Sb₂O₅-IrO₂为阳极,构建了电-Fenton氧化系统降解水中2,4-DCP(2,4-二氯酚),在考察气体扩散阴极产生H₂O₂适宜电位基础上,研究了初始 c (Fe2+)和电化学反应时间对2,4-DCP降解的影响以及反应过程中 c (H₂O₂)、 c (Fe2+)和ρ(Cl-)的变化. 结果表明:该方法联合了电-Fenton氧化和钛基氧化物阳极氧化2种作用共同降解2,4-DCP,在阴极电位为-0.7 V、 c (Fe2+)为0.15 mmol/L、反应60 min时,2,4-DCP去除率为89.1%;反应120 min时,2,4-DCP的吸收特征峰完全消失,去除率达到100%;反应240 min时,ρ(TOC)降至9.15 mg/L,去除率达79.4%. 反应体系中ρ(H₂O₂)与ρ(Fe2+)呈负相关. 2,4-DCP被降解后,其苯环上的氯主要以Cl-的形式存在于溶液中.      

Fe~0-厌氧微生物降解2,4-二氯酚的效应及机理

以2,4-二氯酚(2,4-DCP)为目标污染物,采用间歇试验,接种厌氧混合微生物,考察葡萄糖共基质条件下不同pH值时零价铁(Fe)0对2,4-DCP生物降解的效应,并对Fe0与厌氧微生物联合体系的作用机理进行探讨。结果表明:Fe0与厌氧微生物联合作用可提高2,4-DCP的降解效果,且中性或偏碱性环境下联合体系对目标污染物的促进效果较酸性环境明显,初始pH值为8时目标污染物的降解效果最好。Fe0在厌氧条件下腐蚀产生的OH-可有效平衡葡萄糖发酵产生的有机酸,使体系挥发性脂肪酸(VFA)的浓度维持在较低水平(300 mg/L),同时促使联合体系pH值上升从而利于目标物2,4-DCP的降解。Fe0在酸性环境的腐蚀较强,腐蚀产物以Fe2+为主,Fe3+含量较少。不同pH值时"Fe0+微生物"体系的COD去除率与目标物降解效果有一定相关性。     

Kinetics of phenol and m-cresol biodegradation by an indigenous mixed microbial culture isolated from a sewage treatment plant

An acclimatized mixed microbial culture, predominantly Pseudomonas sp., was enriched from a sewage treatment plant, and its potential to simultaneously degrade mixtures of phenol and m-cresol was investigated during its growth in batch shake flasks. A 2² full factorial design with the two substrates at two different levels and different initial concentration ranges (low and high), was employed to carry out the biodegradation experiments. The substrates phenol and m-cresol were completely utilized within 21 h when present at low concentrations of 100 mg/L for each, and at high concentration of 600 mg/L for each, a maximum time of 187 h was observed for their removal. The biodegradation results also showed that the presence of phenol in low concentration range (100–300 mg/L) did not inhibit m-cresol biodegradation. Whereas the presence of m-cresol inhibited phenol biodegradation by the culture. Moreover, irrespective of the concentrations used, phenol was degraded preferentially and earlier than m-cresol. A sum kinetics model was used to describe the variation in the substrate specific degradation rates, which gave a high coefficient of determination value (R² > 0.98) at the low concentration range of the substrates. From the estimated interaction parameter values obtained from this model, the inhibitory effect of phenol on m-cresol degradation by the culture was found to be more pronounced compared to that of m-cresol on phenol. This study showed a good potential of the indigenous mixed culture in degrading mixed substrate of phenolics.     

A high activity of Ti/SnO2-Sb electrode in the electrochemical degradation of 2,4-dichlorophenol in aqueous solution

Electrochemical degradation of 2,4-dichlorophenol (2,4-DCP) in aqueous solution was investigated over Ti/SnO₂-Sb anode. The factors influencing the degradation rate, such as applied current density (2-40 mA/cm²), pH (3-11) and initial concentration (5-200 mg/L) were evaluated. The degradation of 2,4-DCP followed apparent pseudo first-order kinetics. The degradation ratio on Ti/SnO₂-Sb anode attained > 99.9% after 20 min of electrolysis at initial 5-200 mg/L concentrations at a constant current density of 30 mA/cm² with a 10 mmol/L sodium sulphate (Na2SO4) supporting electrolyte solution. The results showed that 2,4-DCP (100 mg/L) degradation and total organic carbon (TOC) removal ratio achieved 99.9% and 92.8%, respectively, at the optimal conditions after 30 min electrolysis. Under this condition, the degradation rate constant (k) and the degradation half-life (t_1/2) were 0.21 min^-1 and (2.8±0.2) min, respectively. Mainly carboxylic acids (propanoic acid, maleic acid, propanedioic acid, acetic acid and oxalic acid) were detected as intermediates. The energy efficiencies for 2,4-DCP degradation (5-200 mg/L) with Ti/SnO₂-Sb anode ranged from 0.672 to 1.602 g/kWh. The Ti/SnO₂-Sb anode with a high activity to rapid organic oxidation could be employed to degrade chlorophenols, particularly 2,4-DCP in wastewater.     

Enhanced anaerobic biodegradability of real coal gasification wastewater with methanol addition

Coal gasification effluent is a typical refractory industrial wastewater with a very poor anaerobic biodegradability due to its toxicity.Methanol was introduced to improve anaerobic biodegradability of real coal gasification wastewater,and the effect of methanol addition on the performance was investigated in a mesophilic upflow anaerobic sludge bed reactor with a hydraulic retention time of 24 hr.Experimental results indicated that anaerobic treatment of coal gasification wastewater was feasible with the addition of methanol.The corresponding maximum COD and phenol removal rates were 71% and 75%,respectively,with methanol concentration of 500 mg COD/L for a total organic loading rate of 3.5 kg COD/(m3 ·day) and a phenol loading rate of 0.6 kg/(m3 ·day).The phenol removal rate was not improved with a higher methanol concentration of 1000 mg COD/L.Substrate utilization rate (SUR) tests indicated that the SURs of phenol were 106,132,and 83 mg phenol/(g VSS·day) at methanol concentrations of 250,500,and 1000 mg COD/L,respectively,and only 45 mg phenol/(g VSS·day) in the control reactor.The presence of methanol could reduce the toxicity of coal gasification wastewater and increase the biodegradation of phenolic compounds.