高压电晕与臭氧联用对不同结构染料脱色效果的比较研究

比较研究了高压电晕与臭氧联用对活性艳红X-3B(单偶氮)、活性艳蓝X-BR(蒽醌)、活性黑KN-GRRC(双偶氮)、酸性红ARL(单偶氮)、酸性蓝BRL(蒽醌)、酸性橙AGT(双偶氮)和分散蓝2BLN(蒽醌)7种染料模拟废水的脱色效果.结果显示,酸性橙AGT模拟废水的脱色速度较慢,而其他6种染料在15 min内都能完全脱色,这表明染料结构本身的差异决定了脱色效果;活性染料模拟废水的脱色效果优于酸性染料;蒽醌染料和单偶氮染料模拟废水的脱色效果明显好于双偶氮染料.     

基于Ti/SnO2阳极氧化法的典型染料废水电化学氧化规律

采用Ti／SnO2电极间接阳极氧化法处理直接深棕M和活性艳蓝KNR模拟染料废水，研究电解质种类、pH、电压、NaCl投加量及电解时间对其降解效果的影响；在最佳组合条件下，通过分析uV—Vis光谱以及降解过程中氮元素的存在形式，研究上述2种染料的降解规律。结果表明，在pH为3，电压20V，NaCl投加量为2．5g／L的条件下，电解30min后，直接深棕M和活性艳蓝KNR的脱色率分别达到80％和95％，60min后直接深棕M的COD去除率可达75％，活性艳蓝KNR的COD去除率达到90％；电解60min后，直接深棕M的偶氮双键完全破坏，萘环和苯环结构被逐步降解，活性艳蓝KNR溶液电解2min，其分子结构中的蒽醌共轭体系被破坏，随反应的进行，蒽醌结构逐渐被破坏，染料逐步降解。     

复合混凝剂处理染料废水的研究

分析酸性大红染料的结构与特点，进行各种混凝剂的筛选实验，配制FeSO4—MgSO4—Ca(OH)2—PAM复合混凝剂，并通过实验优化操作条件，实验结果表明，对COD=288．3mg／L、色度为25000倍的酸性大红GR实验废水，COD去除率可高达85．3％，最高脱色率可达97．4％，在脱色率达90％时，药剂费用为1．12元／t。     

基于Ti/SnO_2阳极氧化法的典型染料废水电化学氧化规律

采用Ti/SnO2电极间接阳极氧化法处理直接深棕M和活性艳蓝KNR模拟染料废水,研究电解质种类、pH、电压、NaCl投加量及电解时间对其降解效果的影响;在最佳组合条件下,通过分析UV-Vis光谱以及降解过程中氮元素的存在形式,研究上述2种染料的降解规律。结果表明,在pH为3,电压20 V,NaCl投加量为2.5 g/L的条件下,电解30 min后,直接深棕M和活性艳蓝KNR的脱色率分别达到80%和95%,60 min后直接深棕M的COD去除率可达75%,活性艳蓝KNR的COD去除率达到90%;电解60 min后,直接深棕M的偶氮双键完全破坏,萘环和苯环结构被逐步降解,活性艳蓝KNR溶液电解2 min,其分子结构中的蒽醌共轭体系被破坏,随反应的进行,蒽醌结构逐渐被破坏,染料逐步降解。     

染料废水的脱色研究

模拟中温(35℃左右)厌氧消化条件,以葡萄糖为共基质,对模拟染料废水的厌氧生物脱色进行了研究.结果表明对可溶性的活性染料处理效果,脱色率和COD去除率可分别达到90%和70%左右.特别是对红、紫、橙三色染料处理效果好,如活性红KD-8B、活性艳兰KGL、活性金黄MG、活性红紫KN-2R、活性艳橙KGN等.当染料浓度在1.0 g/L以下,都没有抑制;脱色在22 h就可达90%的脱色率;污泥负荷在2～4 g/L时,处理效果最佳.实验亦证实,在厌氧处理过程中,染料分子结构发生了明显的变化.     

实用型深度光氧化设备对几种染料和多菌灵农药废水的处理

利用HFS-1型深度光氧化废水处理设备对活性艳蓝K3R、酸性红3B、活性黑KNB、酸性红A、直接耐酸大红4BS等5种染料的水溶液和多菌灵农药废水进行了深度光氧化处理。结果表明：（1）染料在处理5min后，脱色率都在90%以上；处理15min后，CODCr的去除率除活性艳蓝K3R较低外，其余的都在80%以上；BOD5/CODCr的值都有所增大。（2）多菌录农药废水（经稀释）处理40min后CODCr的去除率为57.0%，BOD5/CODCr的值由0.20增加到0.44。（3）采用深度光氧化-絮凝的工艺处理多菌灵农药废水，CODCr的去除率为57.5%。     

粉煤灰负载铁离子催化氧化活性黄染料废水

以粉煤灰为载体,制备铁/粉煤灰负载型催化剂,并利用该催化剂催化H2O2氧化降解活性黄染料废水,探讨了H2O2投加量、催化剂投加量、染料初始浓度和初始pH值等因素对染料废水COD去除率和脱色率的影响。结果表明,当染料废水COD初始浓度为200 mg/L,初始pH值为1.7,投加0.5 g/100 mL催化剂及加入1.0 mL浓度为1.13 mol/L的H2O2溶液时,处理效果最好,此时染料废水的COD去除率和脱色率分别达到63%和99%,并且废水的可生化性得到很大的提高。利用该负载催化剂能够有效地减少活性黄染料废水中Fe3+的残留量。     

混凝辅助电化学法处理橙黄G染料废水

以石墨板为阳极，研究了电化学氧化法对橙黄G染料废水的降解效果。比较了在NaCl、Na2 SO4以及NaCl与FeSO4·7H2O组合的支持电解质体系中的处理效果，同时考察了电压、初始pH、电解质浓度、电极间距和电解时间等因素对废水中橙黄G脱色率及COD去除率的影响。研究结果表明，橙黄G的脱色主要是活性氯的氧化作用，橙黄G分子的矿化可能主要是电解过程中产生的·OH的作用，FeSO4·7H2O的加入增加了混凝作用，使得处理效果进一步提高。最佳脱色条件下橙黄G脱色率和COD的去除率分别为97．6％和56．3％，B／C（BOD／COD）由0．09提高至0．41，可生化性有较大改善，并且随着降解时间的增加，COD去除率逐渐升高。此结果表明，橙黄G废水COD的去除相对于脱色存在滞后性。     

混凝吸附及化学氧化深度处理焦化废水

以蒙脱石、凹凸棒石、次氯酸钙和PAC、PAM为基本材料，对焦化废水二级生化出水进行深度处理。实验结果表明：蒙脱石与凹凸棒石以4：1的比例配合使用，可明显提高焦化废水中COD和色度去除率；采用次氯酸钙作为氧化剂，可进一步提高焦化废水的脱色率和COD去除率，处理间差异达到极显著和显著水平；去除COD的最优实验条件为：粘土矿物（蒙脱石：和凹凸棒石=4：1）添加量4．0g／L、氧化剂（次氯酸钙）添加量1．0g／L、絮凝剂（聚合氯化铝：聚丙烯酰胺=15／1）添加量0．15g／L，处理后色度去除率达到97．0％，COD去除率达到69．1％；脱色的最优实验条件为：粘土矿物添加量4．0g／L、氧化剂添加量1．0g／L、絮凝剂添加量0．2g／L，处理后色度去除率达到98．5％，COD去除率达到66．4％。     

微波无极紫外光氧化-内电解工艺处理染料废水研究

在自制的微波激发无极紫外灯光氧化反应器和内电解反应器联用体系中,以次氯酸钠为氧化剂,对活性深兰M-2GE染料模拟废水进行处理.结果表明,投加次氯酸钠4 mL/L、微波紫外光反应时间30 min、内电解反应时间50 min时,活性深兰M-2GE染料模拟废水的脱色率、COD去除率可分别达到95%、70%的处理效果.     

真菌和细菌对染料吸附脱色的高效共培养体系研究

在含有真菌G 1培养液中加入染料厂污水排放口的污泥样品 ,从发生快速脱色降解染料的混合培养液中分离出 2株染料脱色细菌L_1和L_2 ,经API鉴定系统鉴定 ,确定菌株L_1为Enterobactersp .,菌株L_2为Peudomonassp .。研究比较了单一和不同组合混合的真菌G_1菌株 (Penicilliumsp .)、细菌L_1菌株 (Enterobactersp .)和L_2菌株 (Pseu domonassp .)对偶氮染料红M - 3BE(C .I .ReactiveRed 2 41)和蒽醌染料艳蓝KN -R(C .1.ReactiveBlue 19)的去除情况 ,发现G - 1真菌和 2种细菌组合的共培养体系对 5 0mg/L红M - 3BE和艳蓝KN -R处理 5h去除率达 10 0 %和 97.9% ,并且是以脱色降解作用为主 ,建立了染料脱色降解菌的最佳组合 ;进一步测定了此最佳共培养体系对另外 13种不同结构染料的脱色降解 ,结果表明 ,除对蒽醌染料R - 478脱色降解较差外 ,对其他染料均可在lh— 3d被完全脱色降解 ,表现出脱色降解染料的广谱性 ;向培养 4d的共培养体系中依次加入 8种染料 ,菌体可对染料连续脱色 ,维持脱色能力达 8d左右     

Decolorization and biodegradation of dye wastewaters by a facultative-aerobic process

BACKGROUND: Dye wastewater is one of the main pollution sources of water bodies in China. Conventional biological processes are relatively ineffective for color removal, the development of alternative treatment methods will become important. Our subjective was that of introducing a new biotreatment technology which combined a facultative biofilm reactor (FBR) with an aerobic reactor (AR) to treat a dye wastewater. The efficiencies of color and chemical oxygen demand (COD) removal and the mechanism of dye degradation were investigated. METHODS: The anthraquinone acid dye (acid blue BRLL) concentration, organic loading rate (OLR) and hydraulic retention time (HRT) were varied in the experiments to evaluate the treatment efficiency and process stability. The biodegradation products were detected by infrared (IR) and high performance liquid chromatography and mass spectrometry (HPLC-MS). RESULTS AND DISCUSSION: The results demonstrated that the facultative biofilm process was more effective for decolorization than the anaerobic stage of an anaerobic-aerobic process. Most color removal occurred in the facultative reaction (maximum to 88.5%) and the BOD (biochemical oxygen demand): COD of the FBR effluent increased by 82.2%, thus improving the biodegradability of dyes for further aerobic treatment. The dye concentration, OLR and HRT will be the factors affecting decolorization. Color removal efficiency falls as the influent dye concentration increases, but rises with increased HRT. The infrared and HPLC-MS analyses of the effluents of FBR and AR reveal that the dye parent compound was degraded in each reactor during the process. CONCLUSION: The Facultative-aerobic (F-A) system can effectively remove both color and COD from the dye wastewater. The FBR played an essential role in the process. The average overall color and COD in the system were removed by more than 93.9% and 97.1%, respectively, at an OLR of 1.1 kg COD m(-3) d(-1) and at the HRT of 18-20 hours in the FBR and 4-5 hours in the AR. The color removal mechanism in each reactor was not only a sort of biosorption on the floc materials, but even more an effect of biodegradation, especially in the facultative process. Recommendation and Outlook. In applying the F-A system to treat a dye wastewater, the control of facultative processes and the set up of appropriate operation conditions appear to be critical factors. Also, it is suggested a moderate COD loading rate and about a 24-hour HRT will favor the F-A system.     

Biological treatment of dye wastewaters using an anaerobic-oxic system

Three dye solutions, namely, C.I. Acid Yellow 17, C.I. Basic Blue 3, and C.I. Basic Red 2, were treated in an upflow anaerobic sludge blanket (UASB) reactor followed by a semi-continuous aerobic activated sludge tank. When hydraulic retention time was about 12 hours, no significant color removal was observed in the aerobic stage. In the anaerobic stage, Acid Yellow 17, Basic Blue 3, and Basic Red 2 were removed by 20%, 72%, and 78%, respectively. To treat wastewater from a dye manufacturing factory with COD concentration of 1200 mg/l and Color of 500 degree (dilution factor), an UASB reactor (4.5 liters) and an activated sludge tank (5 liters, adjustable), COD and color were removed by more than 83% and 90% at a COD loading rate of 5.3 kg COD/m³-day in the anaerobic stage, and at the hydraulic retention time of 6-10 hours for the anaerobic stage and 6.5 for the aerobic stage. The anaerobic stage of the A/O system removes both color and COD. In addition, it also improves biodegradability of dyes for further aerobic treatment.     

Performance of oxalic acid-chitosan/alumina ceramic biocomposite for the adsorption of a reactive anionic azo dye

Environmental Science and Pollution Research - A biocomposite system was developed and tested for the removal of the azo dye Reactive Red (RR195) from wastewater. The biocomposite was synthesized...     

Characterization of tannery sludge activated carbon and its utilization in the removal of azo reactive dye

Introduction  

The removal of azo Reactive Red 31(RR31) from synthetic dye solution using tannery sludge-developed activated carbon (TSC) was investigated.     

外循环式UASB反应器处理槟榔废水

在中温（35±2℃）条件下,利用外循环式UASB反应器处理中高有机浓度的槟榔加工废水,并着重探讨了水力停留时间（HRT）对厌氧消化的影响。研究表明,当反应器稳定运行,水力停留时间为1 d,进水COD浓度5 000 mg/L左右,容积负荷在2.53-5.25 kg COD/（m3·d）时,COD去除率在38%以上,出水COD〈3 000 mg/L,平均产气率为0.41 m3/kg COD;若水力停留时间延长至4 d,容积负荷为1.26-1.30 kg COD/（m3·d）,COD去除率可以达到79%,出水COD〈1 200 mg/L,出水可生化性下降,BOD5/COD平均为0.28,实验取得了良好的处理效果,为利用厌氧技术处理槟榔加工废水提供了设计依据。     

Decolorization and biodegradability of photocatalytic treated azo dyes and wool textile wastewater

The photodegradation and biodegradability have been investigated for four non-biodegradable commercial azo dyes, Reactive YellowKD-3G, Reactive Red 15, Reactive Red 24, Cationic Blue X-GRL, an indicator. Methyl Orange, and one industrial wool textile wastewater, using TiO2 suspensions irradiated with a medium pressure mercury lamp. The color removal of dyes solution and dyeing wastewater reached to above 90% within 20-30 min. of photocatalytic treatment. Biochemical oxygen demand (BOD) was found to increase, while chemical oxygen demand (COD), total organic carbon (TOC) decreased, so that the ratio of BOD5/COD of the wastewater increased from original zero up to 0.75. The result implies that photocatalytic oxidation enhanced the biodegradability of the dye-containing wastewater and therefore relationship between decolorization and biodegradability exists. When the color disappeared completely, the wastewater biodegraded normally and could be discharged for further treatment. The experimental results demonstrate that it is possible to combine photocatalysis with conventional biological treatment for the remedy of wastewater containing generally non-biodegradable azo dyes.     

Decolorization of mixtures of different reactive textile dyes by the white-rot basidiomycete Phanerochaete sordida and inhibitory effect of polyvinyl alcohol

We tried to decolorize mixtures of four reactive textile dyes, including azo and anthraquinone dyes, by a white-rot basidiomycete Phanerochaete sordida. P. sordida decolorized dye mixtures (200 mg l-1 each) by 90% within 48 h in nitrogen-limited glucose-ammonium media. Decolorization of dye mixtures needed Mn2+ and Tween 80 in the media. Manganese peroxidase (MnP) played a major role in dye decolorization by P. sordida. Decolorization of dye mixtures by P. sordida was partially inhibited by polyvinyl alcohol (PVA) that wastewaters from textile industries often contain. This was caused by an inhibitory effect of PVA on the decolorization of Reactive Red 120 (RR120) with MnP reaction system. Second addition of Tween 80 to the reaction mixtures in the presence of PVA improved the decolorization of RR120. These results suggest that PVA could interfere with lipid peroxidation or subsequent attack to the dye.     

Treatment of carbofuran-bearing synthetic wastewater using UASB process

In the present study, fate of carbofuran in anaerobic environments and the adverse effects of carbofuran on conventional anaerobic systems were evaluated. Carbofuran degradation studies were carried out in batch reactors with varying carbofuran concentrations of 0 to 270.73 mg/L corresponding to a sludge-loading rate (SLR) of 2.12 x 10(-6) to 3.83 x 10(-3) g of carbofuran/g of volatile suspended solids (VSS)/d. Carbofuran concentration was reduced to undetectable levels at the end of 8 and 13 days in the batch reactors operated with a SLR of 2.12 x 10(-6) and 3.33 x 10(-5) g of carbofuran/g of VSS/d, respectively. Performances of two anaerobic reactors i.e. upflow anaerobic sludge blanket (UASB) and modified UASB (with tube settlers) were evaluated in the presence and absence of carbofuran using synthetic wastewater. In the absence of carbofuran, the soluble chemical oxygen demand (COD) removal efficiency in the conventional UASB reactor at 8 h and 6 h hydraulic retention time (HRT) was nearly 88% and 76%, respectively, whereas in modified UASB reactor it was increased to 90% at 8 h HRT and 78% at 6 h HRT. When 28 mg/L (SLR of 1.19 x 10(-2) g of carbofuran/g of VSS/d) of carbofuran was introduced in the reactors, the COD removal efficiency was reduced to 41% and 44% in conventional and modified UASB reactors respectively. However, the reactor could maintain around 80% COD removal efficiency at a carbofuran concentration of 7.84 mg/L (SLR of 3.64 x 10(-3) g of carbofuran/g of VSS/d). The reactor efficiency was also measured in terms of specific acetoclastic methanogenic activity (SMA). The toxic effect of carbofuran was reversible to a certain extent. Carbofuran removal efficiency in the conventional UASB reactor at carbofuran concentrations of 7, 13 and 28 mg/L were 40 +/- 3%, 27 +/- 3%, and 11 +/- 3%, respectively. In modified UASB reactor, carbofuran removal efficiency was almost uniform at 7 and 13 mg/L but it was reduced nearly by 56% at 28 mg/L. The major metabolite of carbofuran i.e. 3-keto carbofuran was found in all the reactors.     

UASB启动及不同HRT对老龄垃圾渗滤液处理效果的影响

在UASB反应器中接种好氧污泥培养厌氧颗粒污泥进行启动,研究不同HRT对老龄(13年)垃圾渗滤液对处理效果的影响情况。通过保持进水COD浓度不变、逐步缩短HRT从而提高容积负荷到40 g COD/(L.d)的方法,可以培育出直径为1～3 mm颗粒污泥,最终产气量稳定在100 L/d,甲烷含量在60%～70%之间,COD去除率保持在90%左右,污泥层最底部MLSS为81 g/L。逐步提高HRT依次为6、12、24、48和72 h考察其对处理效果的影响,当HRT为24 h时处理效果最好,COD去除率最高达到35%左右。