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101.
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   
102.
This study examined the effectiveness for degradation of hydrophobic (HPO), transphilic (TPI) and hydrophilic (HPI) fractions of natural organic matter (NOM) during UV/H2O2, UV/TiO2 and UV/K2S2O8 (UV/PS) advanced oxidation processes (AOPs). The changing characteristics of NOM were evaluated by dissolved organic carbon (DOC), the specific UV absorbance (SUVA), trihalomethanes formation potential (THMFP), organic halogen adsorbable on activated carbon formation potential (AOXFP) and parallel factor analysis of excitation–emission matrices (PARAFAC-EEMs). In the three UV-based AOPs, HPI fraction with low molecular weight and aromaticity was more likely to degradate than HPO and TPI, and the removal efficiency of SUVA for HPO was much higher than TPI and HPI fraction. In terms of the specific THMFP of HPO, TPI and HPI, a reduction was achieved in the UV/H2O2 process, and the higest removal rate even reached to 83%. UV/TiO2 and UV/PS processes can only decrease the specific THMFP of HPI. The specific AOXFP of HPO, TPI and HPI fractions were all able to be degraded by the three UV-based AOPs, and HPO content is more susceptible to decompose than TPI and HPI content. UV/H2O2 was found to be the most effective treatment for the removal of THMFP and AOXFP under given conditions. C1 (microbial or marine derived humic-like substances), C2 (terrestrially derived humic-like substances) and C3 (tryptophan-like proteins) fluorescent components of HPO fraction were fairly labile across the UV-based AOPs treatment. C3 of each fraction of NOM was the most resistant to degrade upon the UV-based AOPs. Results from this study may provide the prediction about the consequence of UV-based AOPs for the degradation of different fractions of NOM with varied characteristics.  相似文献   
103.
The catalytic oxidation effect of MnSO4 on As(III) by air in an alkaline solution was investigated. According to the X-ray diffraction (XRD), scanning electron microscope-energy dispersive spectrometer (SEM-EDS) and X-ray photoelectron spectroscopy (XPS) analysis results of the product, it was shown that the introduction of MnSO4 in the form of solution would generate Na0.55Mn2O4·1.5H2O with strong catalytic oxidation ability in the aerobic alkaline solution, whereas the catalytic effect of the other product MnOOH is not satisfactory. Under the optimal reaction conditions of temperature 90°C, As/Mn molar ratio 12.74:1, air flow rate 1.0 L/min, and stirring speed 300 r/min, As(III) can be completely oxidized after 2 hr reaction. The excellent catalytic oxidation ability of MnSO4 on As(III) was mainly attributed to the indirect oxidation of As(III) by the product Na0.55Mn2O4·1.5H2O. This study shows a convenient and efficient process for the oxidation of As(III) in alkali solutions, which has potential application value for the pre-oxidation of arsenic-containing solution or the detoxification of As(III).  相似文献   
104.
一种新型复合式生物流化反应器混合特性的研究   总被引:7,自引:0,他引:7  
对新型蜂窝状断面复合生物流化反应器进行了液体循环速率和水力停留时间分布曲线的测定,实验表明新型反应器具有抗冲击负荷强,接近CSTR反应器的特点,反应器随气量增大、载体投加量减少和进水量减少而更近似于CSTR反应器,通过理论分析,证明了影响液体循环速率的参数主要有气体流量(气含率)、反应器沿程和局部阻力系数以及Ad/Ar,并且得出液体循环速率与反应器高度的0.5次方成正比。  相似文献   
105.
利用PCR-DGGE技术分析生物陶粒硝化反应器中微生物群落动态   总被引:15,自引:1,他引:15  
为了揭示生物陶粒硝化反应器中活性污泥的微生物种群多样性,从运行不同时期的反应器中提取活性污泥,利用PCR-DGGE技术初步分析了生物陶粒反应器细菌的种群演替情况.结果表明,随着进水COD值的逐阶段降低,氨氮去除率逐步提高到64.38%.群落结构和优势种群的数量具有时序动态性,微生物多样性与废水的处理效果出现协同变化的特征.测序结果表明,生物陶粒反应器中运行第21天的优势种群除了自养细菌,还有异养细菌存在.其中自养细菌为Nitrosospira.sp和Nitrobacter.sp,异养细菌为Bacillus.sp、Pseudomonas.sp和Pseudochrobactrum.sp.  相似文献   
106.
采用混凝沉淀-酸化水解-悬挂链曝气-生物接触氧化组合工艺处理皮革和毛皮加工生产废水。实验结果表明;进水COD为2400mg/L,处理后出水COD≤100mg/L,去除率≥95.8%。各项水质指标均稳定地达到了GB8978-96污水综合排放一级标准。  相似文献   
107.
The cryptomelane-type manganese oxide (OMS-2)-supported Co (xCo/OMS-2; x = 5, 10, and 15 wt.%) catalysts were prepared via a pre-incorporation route. The as-prepared materials were used as catalysts for catalytic oxidation of toluene (2000 ppmV). Physical and chemical properties of the catalysts were measured using the X-ray diffraction (XRD), Fourier transform infrared spectroscopic (FT-IR), scanning electron microscopic (SEM), X-ray photoelectron spectroscopy (XPS), and hydrogen temperature-programmed reduction (H2-TPR) techniques. Among all of the catalysts, 10Co/OMS-2 performed the best, with the T90%, specific reaction rate at 245°C, and turnover frequency at 245°C (TOFCo) being 245°C, 1.23 × 10−3 moltoluene/(gcat·sec), and 11.58 × 10−3 sec−1 for toluene oxidation at a space velocity of 60,000 mL/(g·hr), respectively. The excellent catalytic performance of 10Co/OMS-2 were due to more oxygen vacancies, enhanced redox ability and oxygen mobility, and strong synergistic effect between Co species and OMS-2 support. Moreover, in the presence of poisoning gases CO2, SO2 or NH3, the activity of 10Co/OMS-2 decreased for the carbonate, sulfate and ammonia species covered the active sites and oxygen vacancies, respectively. After the activation treatment, the catalytic activity was partly recovered. The good low-temperature reducibility of 10Co/OMS-2 could also facilitate the redox process accompanied by the consecutive electron transfer between the adsorbed O2 and the cobalt or manganese ions. In the oxidation process of toluene, the benzoic and aldehydic intermediates were first generated, which were further oxidized to the benzoate intermediate that were eventually converted into H2O and CO2.  相似文献   
108.
接触氧化-电解工艺处理印染废水   总被引:2,自引:0,他引:2  
主要介绍了采用生物接触氧化 电解工艺处理印染废水的设计及运行情况。处理系统运行结果表明 :当进水CODCr、BOD5和色度分别为 764 5mg L、2 63 7mg L和 42 0倍时 ,系统出水CODCr、BOD5和色度分别为 160 5mg L、48 9mg L和 12倍 ,去除率分别为 79%、81 5 %和 97 1%。该工艺运行稳定 ,操作控制方便  相似文献   
109.
全程自养脱氮工艺的研究   总被引:5,自引:0,他引:5  
以悬浮填料床作为全程自养脱氮反应器,用不含有机碳的合成氨氮废水进行反应器的启动。系统的氨氮和总氮去除率分别达80%和60%左右。通过批式实验对全程自脱氮做进一步的研究。结果表明,通过控制反应器中DO的浓度,可以控制氨氧化和反硝化的比率;当DO为0.8mg/L时,氨氮几乎完全转化为氮气,氨氧化和反硝化在此时达到了动态平衡;在低DO情况下,氨氮和亚硝氮同时存在,氨氮和总氮的转化率都大幅度的提高,说明氨氮可以亚硝氮为电子受体,在无外加有机碳源的情况下进行反硝化。  相似文献   
110.
氧化塘处理高速公路服务区污水技术初探   总被引:2,自引:0,他引:2  
刘珊  袁春学 《交通环保》2000,21(4):25-27
提出并试验研究了氧化塘处理高速公路服务区污水的方法,所得结果可用于高等级公路服务区及管理区污水处理。  相似文献   
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