零价铁Fenton技术处理含聚乙烯醇的印染退浆废水

采用零价铁Fenton技术处理含聚乙烯醇(PVA)的印染退浆废水。通过单因素实验和正交实验,考察了初始pH、H2O2投加量、铁屑粒径及投加量和反应时间对实验结果的影响。结果表明,初始pH和H2O2投加量对处理效果影响很大。最佳反应条件是初始pH=4.0,H2O2投加量为100mmol/L,铁屑(粒径为1~3mm)投加量为15g/L,反应时间为30min。在该条件下,出水PVA质量浓度为0.9mg/L,PVA去除率为99.9%,COD去除率为23.6%,BOD5/COD由0.12升高至0.34,可生化性明显提高。无论从处理效果考虑还是从成本考虑,零价铁Fenton技术都优于传统Fenton技术。     

硝基苯类废水的全混态零价铁-芬顿组合预处理工艺优化与工程验证

针对企业硝基氯苯装置产生的高毒性、难降解的硝基苯类废水,开发出全混态零价铁-芬顿组合预处理工艺,并分别优化了零价铁还原和芬顿氧化的工艺条件。结果表明,pH为2.0、零价铁投加量为220 mg/L时,废水中硝基苯类物质的去除率可达98.5%以上。出水pH约为3.0,继续投加3000 mg/L的H₂O₂,Fe²⁺投加比按C(Fe²⁺,mg/L):C(H₂O₂,mg/L)=1:10,1 h内COD去除率可达90%以上,且B/C由0.08提高到0.45。可见该组合预处理工艺可大幅削减废水毒性、改善可生化性,且直接运行成本仅为26.28元/吨,具有良好的环境和经济效益。     

厌氧活性污泥处理废水中的U(Ⅵ)

用人工驯养的厌氧污泥进行除铀实验,探讨了微生物投加量(VSS)、pH值、U(Ⅵ)初始浓度、外加电子供体和污泥重复利用等对污泥处理U(Ⅵ)的影响,并进行了相关机理分析。实验结果表明,在适当的pH范围内(5.2～6.6),厌氧污泥对铀保持较长时间的高效去除率;当以还原铁粉和无水乙醇作电子供体时,U(Ⅵ)去除率保持在95%以上的时间为未加电子供体时的2倍。U(Ⅵ)去除速度与VSS投加量成正比关系,U(Ⅵ)初始浓度对去除效果的影响不大,厌氧污泥可以长期使用。pH值的影响最关键,其次是外加电子供体。厌氧污泥除U(Ⅵ)机理为氧化还原和吸附的共同作用。     

Fe0还原、芬顿氧化及其耦合技术去除染料厂剩余污泥中的AOX

染料废水中含有大量难生物降解的卤代有机物合成中间体,合成卤代有机物在废水的生物处理过程中容易被吸附到剩余污泥中,如不能妥善处理会引起生态健康风险。研究了零价铁还原、芬顿氧化及其组合技术对染料企业剩余污泥中AOX(可吸附有机卤代物)的去除效果,优化了处理条件,解析了去除机理。结果表明,铁粉投加量为5 g·L~(-1),厌氧反应30 d时,零价铁还原对污泥中AOX降解率仅为24.7%;Fe2+投加量0.059 mol·L~(-1),H2O_2投加量0.89 mol·L~(-1),芬顿氧化1.5 h时,污泥中AOX去除率提高至73.7%;投加2 g·L~(-1)的铁粉,还原30 d后再进行芬顿反应,则污泥中AOX去除率可达到90.3%。GC-MS分析结果表明,污泥中的主要AOX物质为2,6-二氯-4-硝基苯胺,该物质经过零价铁还原与芬顿氧化组合工艺处理后,比直接芬顿氧化能得到更有效的去除。     

微电场-零价铁强化厌氧水解酸化性能

通过投加零价铁和增加微电场提高水解酸化的效果,改善混合工业废水的可生化性。实验在4个反应器中同步进行:微电场-零价铁厌氧反应器(R1)、微电场厌氧反应器(R2)、零价铁厌氧反应器(R3)及普通厌氧反应器(R4)。结果表明,微电场-零价铁对水解酸化具有明显的促进作用,在水力停留时间(HRT)为81 h时,TOC去除率达70%,BOD5/COD由0.15增至0.41,废水的可生化性显著提高。     

有机配体对纳米零价铁还原硝基苯的影响与机理

通过FeSO4·7H2O与NaBH4反应,采用液相还原法制备纳米级零价铁(NZVI),并用XRD,SEM对其性能进行表征。研究了纳米零价铁还原硝基苯(NB)的动力学规律及柠檬酸、草酸、柠檬酸钠、草酸钠、乙二胺四乙酸二钠(EDTA二钠盐)几种有机小分子对其还原效率的影响,并对其机理进行了初步探讨。结果表明,纳米零价铁去除硝基苯反应符合准一级动力学方程,并且当硝基苯浓度一定时,增加NZVI投加量,去除率会显著增大;当NZVI浓度一定时,硝基苯浓度越低,去除率越高;柠檬酸和EDTA二钠盐在较低浓度时抑制还原反应进行,而在3 mmol/L左右时,具有促进还原反应进行的作用,而草酸、柠檬酸钠和草酸钠则为抑制作用。     

钙镁离子及重碳酸盐对零价铁还原对氯硝基苯的影响

通过间歇式实验,考察了地下水中常见硬度离子Ca2＋、Mg2＋及HCO3-的独立作用和联合作用对零价铁还原对氯硝基苯的影响。实验结果表明,Ca2＋、Mg2＋对零价铁还原对氯硝基苯反应的促进作用不明显。HCO3-浓度为0～100mg/L时可显著提高零价铁还原对氯硝基苯的速率,反应2 h后对氯硝基苯转化率由44.1%升至84...     

不同电子供体和受体对零价铁与微生物协同还原六价铬的影响

采用间歇实验考察了有机质及氧、硝酸盐和硫酸盐对零价铁(Fe0)与微生物协同还原Cr(Ⅵ)过程的影响。实验结果表明,对于Cr(Ⅵ)的去除协同体系明显优于Fe0和微生物单独作用;外加有机质如乙酸钠、乙醇、葡萄糖和腐殖酸可显著地提高协同体系去除Cr(Ⅵ)的效果,反应3 d后Cr(Ⅵ)去除率分别提高了33%、19%、16%和11%;空气对协同体系还原Cr(Ⅵ)过程影响不明显,但硝酸盐明显地抑制Cr(Ⅵ)的还原,且抑制作用随硝酸盐浓度升高而增强;硫酸盐诱导微生物在Fe0表面生成具有强吸附能力和强还原能力的硫铁矿物,促进Cr(Ⅵ)的去除。当硫酸根浓度为960 mg·L~(-1)时,反应2 d后Cr(Ⅵ)去除率提高了39%。在零价铁与微生物协同修复Cr(Ⅵ)污染水体中应充分考虑电子供体和受体的影响。     

零价铁强化上流式厌氧污泥床反应器处理煤化工费托合成废水研究

采用零价铁强化上流式厌氧污泥床反应器(UASB)处理费托合成废水。结果表明:经过120d运行,在进水COD平均质量浓度30 000mg/L、HRT=4.0d、进水pH=6.5的情况下,出水COD去除率平均值最高可达到81.1%,比空白组提高了20.2百分点。同时,通过对厌氧污泥胞外聚合物(EPS)三维荧光和污泥傅立叶红外光谱分析表明,零价铁的投加显著提升了EPS中蛋白质类物质的含量,提高了厌氧微生物的代谢活性。     

Fe~0类芬顿法深度处理制药废水

以零价铁作为类芬顿反应中的催化剂,对某制药集团经生化处理后的制药废水进行深度处理。研究了H2O2和零价铁粉投加量、pH值以及Fe0的酸改性对处理效果的影响。结果表明:COD去除率20%时,可有效提高废水B/C比。在pH为3.0~3.5时,按H2O2∶COD质量比为1∶6进行投加,Fe0与H2O2按4∶1的摩尔比投加,反应在2 h时能达到处理目标,即去除20%的COD。Fe0的重复使用性良好,5次后仍能保持催化效能,进一步对其中的反应过程与机理做了探讨。研究结果可为制药废水的深度处理提供参考。     

Simultaneous removal of NO and SO2 by high-temperature fluidized zero-valent iron processes

A new approach to simultaneously remove nitrogen monoxide (NO) and sulfur dioxide (SO2) by zero valent iron (ZVI) was investigated. Three different parameters, temperature, flux, and ZVI dosage, were tested in fluidized ZVI column studies containing 500 ppmv of NO and SO2, respectively. Under the ZVI dosage of 0.5 g at flux of 0.6 L/cm2 x min for temperature 573 K, there is neither NO nor SO2 reduction. For 623 K and 673 K, complete removal for NO and > 90% removal for SO2 were achieved. For temperatures of 723 K and 773 K, 100% removal was achieved for both NO and SO2. The amounts of NO or SO2 reduction (as milligrams of NO or SO2 per gram ZVI) increased as temperature increased, and linearities were observed with both correlation coefficients > 0.97. Compared with NO, SO2 had earlier breakthrough because of a slower diffusion rate and less reactivity but higher mass reduction because of a higher molecular weight for SO2 (64 g/mol for SO2 and 30 g/mol for NO). At same temperature, both NO and SO2 reductions (as milligrams of NO or SO2 per gram of ZVI) were constant regardless of either flux or ZVI dosage variation, but breakthrough time was affected by both flux and ZVI dosage. A parameter weight of ZVI/flux (W/F) was developed to represent these two parameters at the same time to assess the breakthrough time of NO and SO2. Higher breakthrough time was achieved for higher W/F value. Moreover, interestingly, longer breakthrough time and more NO and SO2 mass reduction were achieved for combined NO and SO2 than individual NO or SO2 treated by ZVI, and both oxidation and reduction reactions occurred instead of a reduction reaction only. Chemical reactions among ZVI/NO, ZVI/ SO2, and ZVI/NO/SO2 were also proposed and verified by X-ray diffraction analyses.     

Bio-beads with immobilized anaerobic bacteria,zero-valent iron,and active carbon for the removal of trichloroethane from groundwater

Chlorinated hydrocarbons are the most common organic pollutants in groundwater systems worldwide. In this study, we developed bio-beads with immobilized anaerobic bacteria, zero-valent iron (ZVI), and activated carbon (AC) powder and evaluated their efficacy in removing 1,1,1-trichloroethane (TCA) from groundwater. Bio-beads were produced by polyvinyl alcohol, alginate, and AC powder. We found that the concentration of AC powder used significantly affected the mechanical properties of immobilized bio-beads and that 1.0 % (w/v) was the optimal concentration. The bio-beads effectively degraded TCA (160 mg L^?1) in the anaerobic medium and could be reused up to six times. The TCA degradation rate of bio-beads was 1.5 and 2.3 times greater, respectively, than ZVI + AC treatment or microbes + AC treatment. Measuring FeS produced by microbial reactions indicated that TCA removal occurred via FeS-catalyzed dechlorination. Analysis of clonal libraries derived from bio-beads demonstrated that the dominant species in the community were Betaproteobacteria and Gammaproteobacteria, which may contribute to the long-term stability of ZVI reactivity during TCA dechlorination. This study shows that the combined use of immobilized anaerobic bacteria, ZVI, and AC in bio-beads is effective and practical for TCA dechlorination and suggests they may be applicable towards developing a groundwater treatment system for the removal of TCA.     

Pressurized CO2/zero valent iron system for nitrate removal

A fluidized zero valent iron (ZVI) reactor pressurized by CO(2) gas for controlling pH was employed for nitrate reduction. The proposed CO(2) pressurized system potentially has advantages of using less CO(2) gas and reaching equilibrium pH faster than CO(2)-bubbled system. However, due to weak acid nature of carbonic acid, system pH gradually increased with increasing oxidation of ZVI and reduction of nitrate. As pH increased with progress of reaction, nitrate removal rate decreased continuously. The results indicate that nitrate removal efficiency increases with increasing initial ZVI dosage but reaches plateau at ZVI doses of higher than 8.25gl(-1), and initial nitrate concentration up to 100mg l(-1) as N has minimal impact on the removal efficiency. Unlike the fluidized system with pH control by strong acid reported in our pervious study, near 100% of nitrogen recovery was observed in the current process, indicating that nitrate reduction by ZVI with different pH controlled mechanisms will have different reaction routes.     

堆肥 + 零价铁可渗透反应墙修复黄土高原地下水中铬铅复合污染简

为了研究堆肥+零价铁混合可渗透反应墙（PRB）修复黄土高原地下水中铬铅复合污染的可行性，分别用堆肥、零价铁、堆肥+ 零价铁、堆肥+ 零价铁+活性炭为反应介质，通过模拟柱实验考察PRB修复铬铅复合污染黄土高原地下水的效果。结果表明，在实验进行30 d后当反应柱1和2对六价铬的去除率接近于零，而且对二价铅的去除率迅速下降时，反应柱3对2种污染物仍保持较高的去除率；反应介质质量比为10：2：1的反应柱4和质量比为10：1：2的反应柱5对污染物的去除效果均优于质量比为10：1：1的反应柱3；反应50 d后，添加活性炭的反应柱6对2种污染物的去除率仍在90%。这说明使用堆肥+零价铁混合可渗透反应墙修复黄土高原地下水中铬铅复合污染是可行的；且以堆肥+零价铁作为介质的反应柱去除效果优于单独以堆肥或铁粉为介质的反应柱；增加铁粉或堆肥的用量有利于铬铅复合污染的去除；且同时添加活性炭更有助于污染物的去除。     

Degradation of atrazine by catalytic ozonation in the presence of iron scraps: performance,transformation pathway,and acute toxicity

Degradation of atrazine by catalytic ozonation in the presence of iron scraps (ZVI/O₃) was carried out. The key operational parameters (i.e., initial pH, ZVI dosage, and ozone dosage) were optimized by the batch experiments, respectively. This ZVI/O₃ system exhibited much higher degradation efficiency of atrazine than the single ozonation, ZVI, and traditional ZVI/O₂ systems. The result shows that the pseudo-first-order constant (0.0927?min^?1) and TOC removal rate (86.6%) obtained by the ZVI/O₃ process were much higher than those of the three control experiments. In addition, X-ray diffraction (XRD) analysis indicates that slight of γ-FeOOH and Fe₂O₃ were formed on the surface of iron scrap after ZVI/O₃ treatment. These corrosion products exhibit high catalytic ability for ozone decomposition, which could generate more hydroxyl radical (HO^?) to degrade atrazine. Six transformation intermediates were identified by liquid chromatography-mass spectrometry (LC-MS) analysis in ZVI/O₃ system, and the degradation pathway of atrazine was proposed. Toxicity tests based on the inhibition of the luminescence emitted by Photobacterium phosphoreum and Vibrio fischeri indicate the detoxification of atrazine by ZVI/O₃ system. Finally, reused experiments indicate the approving recyclability of iron scraps. Consequently, the ZVI/O₃ system could be as an effective and promising technology for pesticide wastewater treatment.     

Fluidized zero valent iron bed reactor for nitrate removal

A fluidized zero valent iron (ZVI) reactor is examined for nitrate reduction. Using the system, the pH of solution can be maintained at optimal conditions for rapid nitrate reduction. For hydraulic retention times of 15 min, the nitrate reduction efficiency increases with increasing ZVI dosage. At ZVI loadings of 33 gl-1, results indicate that the nitrate removal efficiency increases from less than 13% for systems without pH control to more than 92% for systems operated at pH of 4.0. By maintaining pH at 4.0, we are able to decrease the hydraulic retention time to 3 min and still achieve more than 87% nitrate reduction. The recovery of total nitrogen added as nitrate, ammonium, and nitrite was less than 50% for the system operated at pH4.0, and was close to 100% for a system without pH control. The possibility of nitrate and ammonium adsorption onto iron corrosion products was ruled out by studying the behavior of their adsorption onto freshly hydrous ferric oxide at variable pH. Results indicate the probable formation of nitrogen gas species during reaction in pH4.0.     

Enhanced degradation of ortho-nitrochlorobenzene by the combined system of zero-valent iron reduction and persulfate oxidation in soils

ortho-Nitrochlorobenzene (o-NCB) in soil poses significant health risks to human because of its persistence and high toxicity. The removal of o-NCB by both zero-valent iron (ZVI) and chemical oxidation (persulfate) was investigated by batch experiments. The o-NCB removal rate increases significantly from 15.1 to 97.3 % with an increase of iron dosage from 0.1 to 1.0 mmol g^?1. The o-NCB removal rate increases with the decrease of the initial solution pH, and a removal efficiency of 90.3 % is obtained at an initial pH value of 6.8 in this combined system. It is found that temperature and soil moisture could also increase the o-NCB removal rate. The o-NCB degradation rate increases from 83.9 to 96.2 % and from 41.5 to 82.4 % with an increase of temperature (15 to 35 °C) and soil moisture (0.25 to 1.50 mL g^?1), respectively. Compared to the persulfate oxidation system and ZVI system, the persulfate–iron system shows high o-NCB removal capacity. o-NCB removal rates of 41.5 and 62.4 % are obtained in both the persulfate oxidation system and the ZVI system, while the removal rate of o-NCB is 90.3 % in the persulfate–iron system.     

Electrochemical removal of nitrate using ZVI packed bed bipolar electrolytic cell

The present study investigates the performance of the zero valent iron (ZVI, Fe⁰) packed bed bipolar electrolytic cell for nitrate removal. The packing mixture consists of ZVI as electronically conducting material and silica sand as non-conducting material between main cathode and anode electrodes. In the continuous column experiments for the simulated groundwater (initial nitrate and electrical conductivity of about 30 mg L⁻¹ as N and 300 μS cm⁻¹, respectively), above 99% of nitrate was removed at the applied potential of 600 V with the main anode placed on the bottom of reactor. The influx nitrate was converted to ammonia (20% to maximum 60%) and nitrite (always less than 0.5 mg L⁻¹ as N in the effluent). The optimum packing ratio (v/v) of silica sand to ZVI was found to be 1:1-2:1. Magnetite was observed on the surface of the used ZVI as corrosion product. The reduction at the lower part of the reactor in acidic condition and adsorption at the upper part of the reactor in alkaline condition are the major mechanism of nitrate removal.     

微生物燃料电池-零价铁耦合工艺的构建及除砷性能

为了更为有效地利用微生物燃料电池(MFC)所产电能并提高零价铁(ZVI)去除污染物工艺的效率,构建了微生物燃料电池-零价铁(MFC-ZVI)耦合工艺,并将其应用在三价砷水溶液的处理中。实验结果表明,在该耦合系统中,ZVI直接利用了MFC所产生的低压电能,铁腐蚀速率和除砷效率因此得到显著提高。实验所用MFC的最高稳定产电电压为0.52 V,电解过程中MFC的库伦效率为4.59%,以二价铁离子计算的电流效率为72.74%。反应结束后,溶液的pH值由反应前的8.0升高到8.5。两体系中铁氧化物产生量的差异以及铁氧化物形态分布的不同可能是导致其除砷效果不同的主要原因。     

Removal of thiobencarb in aqueous solution by zero valent iron

A cost-effective method with zero valent iron (ZVI) powder was developed for the purification of thiobencarb (TB)-contaminated water. The removal treatment was performed in the batch system. A sample solution of 10 ml containing 10 microg ml(-1) of TB could be almost completely treated by 100mg of ZVI at 25 degrees C for 12h of treatment time. Since the formation of chloride ion in the aqueous solution during the treatment of TB was observed, the removal of TB with ZVI may contain two processes: reduction (degradation) and adsorption. Because the present treatment for TB is simple, easy handling and cheap, the developed technology with ZVI can contribute to the treatment of agricultural wastewaters.