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1.
以活性染料为主要成分的印染废水的混凝脱色试验   总被引:25,自引:0,他引:25  
用硫酸亚铁、碱式氯化铝(PAC)和聚丙烯酰胺(PAM)对以活性染料为主要成分的印染废水进行混凝脱色试验,阐述了混凝脱色机理,对脱色影响因素和控制条件等进行了试验研究.  相似文献   

2.
概括了混凝技术在印染废水的预处理和深度处理以及印染废水回用工艺的预处理等领域的应用情况。介绍了目前用于印染废水处理的无机混凝剂、有机絮凝剂及复合混凝剂等的应用发展现状。复合混凝剂因各组分之间的协同作用提高了混凝性能,减少了投药量,进而降低了混凝污泥的产量。应对有机组分进行阳离子化,以减少无机组分的用量,并通过接枝反应等制备出具有多支链、含较多具有吸附功能的官能团结构的有机高分子,以提高混凝效果。应进一步针对实际印染废水,考察其他污染物以及实际操作条件对混凝效果的影响,以优化改良复合混凝剂。  相似文献   

3.
均相Fenton氧化-混凝法强化处理印染废水   总被引:15,自引:2,他引:13  
采用均相Fenton氧化—混凝法对印染废水进行了强化处理。结果表明,该法特别适用于处理同时含有亲水性和疏水性染料的印染废水,处理过程充分发挥了均相Fenton氧化和混凝的协同作用,对废水中的水溶性有机物、胶粒和疏水性污染物均有较好的去除效果。在印染废水初始pH4.0左右,H2O2、FeSO4·7H2O和絮凝剂聚硅酸氯化铝(PASC)的加入量分别为3.6,1.8,8mL时,处理后废水的色度降到35,COD降到103mg/L,去除率分别高达95%和94.3%,脱色效果显著。  相似文献   

4.
混凝沉淀-二氧化氯氧化法处理印染废水   总被引:20,自引:0,他引:20  
陈鸿林  张长寿  苏静 《化工环保》1999,19(4):223-225
介绍了混凝沉淀-ClO2氧化法处理印染废水的反应机理,工艺流程,处理效果及经济效益分析。在2个工厂的实际应用表明,该法工艺简单,操作方便,投资少,效果好。  相似文献   

5.
导流电凝聚法脱除印染废水色度的研究   总被引:11,自引:1,他引:10  
李长海 《化工环保》1999,19(5):264-268
阐述了导流电聚法处理废水的基本原理。采用该法处理印染废水,通过试验确定了废水电解脱色的最佳工艺条件。处理后印染废水的色度,pH,COD均达到国家排放标准。该法操作简单,电耗低,产生废渣量少,无二次污染。  相似文献   

6.
混凝法深度处理印染废水中试研究   总被引:2,自引:1,他引:1  
采用"高效混凝沉淀-过滤"深度处理工艺处理印染废水二级生化出水,并将混凝沉淀污泥回流.实验结果表明,混凝剂聚合氯化铝加入量为160 mg/L时,COD去除率平均可达34.6%,TP去除率平均达到87.9%,平均出水TP为0.3 mg/L.气相色谱-质谱分析和元素分析结果表明混凝沉淀工艺对有机物和TP的去除效果良好.  相似文献   

7.
腐蚀电池法处理印染废水   总被引:31,自引:2,他引:31  
李凤仙  李善评 《化工环保》1995,15(3):157-161
提出利用铁屑和烟道灰组腐蚀电池,治理印染水的方法。该方法以电化学作用为主 有还原降解、吸附和混凝等机制。采用铁屑/烟道灰过滤-混凝组合工艺处理印染废水,出水COD可降至100mg/L以下,去除率达85%以上;色度低于50倍脱色率达95%以上,水质清澈透明,各项指标均符合国家排放标准。  相似文献   

8.
采用混凝—Fenton法深度处理维生素B12废水,考察各操作参数对COD和色度去除效果的影响。实验结果表明:当混凝pH 4.5、聚合硫酸铁加入量300 mg/L、氧化pH 4.0、H2O2加入量420 mg/L、FeSO4?7H2O加入量334 mg/L、Fenton反应时间3 h时,混凝—Fenton法对维生素B12废水的深度处理效果较好,总COD和总色度的去除率分别为62.1%和90.0%;与Fenton法相比,混凝—Fenton法COD和色度去除率的提高率分别为17.4%和13.8%,且药剂成本降低了21.6%。  相似文献   

9.
蜡染印花生产废水综合处理工艺   总被引:4,自引:0,他引:4  
柳荣展  马兆立  刘绪利 《化工环保》2004,24(Z1):256-258
采用混凝气浮-微电解-二次气浮组合工艺处理青岛凤凰印染有限公司蜡染印花生产废水.结果表明分流后的洗蜡废水经双级气浮处理进行蜡回收,处理后废水可部分回用,剩余废水及其他生产废水混合后经上述工艺处理,出水水质符合排放要求.该工艺设备简单,费用低,效果稳定.  相似文献   

10.
蒽醌染料废水处理技术   总被引:10,自引:0,他引:10  
詹伯君  潘杰宁 《化工环保》1999,19(6):346-351
对蒽醌染料废水分别用混凝沉淀法,微电池法,O3法进行了预处理试验,用生物膜SBR法和活性污泥SBR法进行了生化处理试验。试验数据表明,废水经PAM混凝沉淀-铁炭微电池预处理和生物膜SBR处理后,可达标排放。  相似文献   

11.
基于FLUENT软件,对油田高含盐污水的雾化蒸发过程进行了数值模拟,得到了逆流型雾化蒸发塔内的流场分布特性,对比分析了不同操作参数对蒸发效果的影响。结果表明:液滴蒸发速率沿塔体中心轴线自上而下呈加快趋势;进口空气流速与温度是影响液滴蒸发的关键操作参数,提高流速及温度均可加快液滴的蒸发速率;当进口空气流速达到0.4 m/s后,对蒸发速率的影响减弱;当进口空气温度达到313 K后,对蒸发速率的提高作用不大;喷雾锥角的变化对蒸发速率影响不明显;液滴越细化,蒸发速率越快。  相似文献   

12.
利用Bio Win 5.0软件建立了某炼油厂A/O/O工艺处理含油污水的数学模型,对其工艺参数进行了评估,并提出了改进建议。经调整部分动力学参数后,模拟结果与实测值吻合度较好,相关系数在0.75~0.81之间,建立的模型可较好反映工艺的运行工况。模拟优化主要针对一级处理装置,在仅考虑NH_3-N和COD去除的情况下,目前装置的工艺参数较合理,若考虑TN,无法实现TN和NH_3-N同时达标。对一级处理装置的模型进行改进后,出水模拟值中COD轻微上升2%,但ρ(NH_3-N)和TN分别下降83%和66%,可有效减轻后续处理装置负荷。  相似文献   

13.
Variation in polychlorinated dibenzo-p-dioxin and polychlorinated dibenzofuran (PCDD and PCDF) homologue profiles from a pilot scale (0.6 MWt, 2×106 Btu/h), co-fired-fuel [densified refuse derived fuel (dRDF) and high-sulfur Illinois coal] combustion system was used to provide insights into effects of combustion parameters on PCDD and PCDF pollutant formation. A 24-run, statistically designed test matrix varied dRDF and/or coal firing rates (at a constant targeted energy release rate) along with a range of process variables including calcium hydroxide injection, hydrogen chloride (HCl) concentration, flue gas temperature, quench, and residence time such that the results would be relatable to a wide variety of combustion conditions. Statistical analysis of the molar homologue profiles enabled interpretation based on non-confounding variables. A multivariate, generalized additive model, based on transformations of the design variables, described 83% of the variation of the profiles characterized by log ratios of the homologue molar concentrations. This method identifies the operating parameters that are most significant in determining the PCDD/F homologue profiles. The model can be exercised to predict homologue profiles through input of these system-specific operating parameters. For example, both higher HCl and sulfur dioxide concentrations favor higher relative formation of the lower chlorinated PCDF homologues.  相似文献   

14.
Journal of Material Cycles and Waste Management - This study aims to maximize the waste polypropylene (WPP) pyrolysis oil yield by regulating the operating parameters. The interactions of operating...  相似文献   

15.
This study investigates the effects of the bed material size distribution, the operating conditions and the agglomeration/defluidization phenomenon on the heavy metal pollutant emissions in the combustion process. After defluidization, the emission concentration of heavy metals increased, because Na may form a low melting eutectic material that enhances bed material adherence. The emission of Cd increased when the feed simulated urban residues contained sodium; however, the presence of Na had no significant effect on the emission of Cr. Furthermore, the Cd emission concentration was low when the material had a Gaussian distribution; however, the decreases in the Cd emission when the bed material had narrow, binary or flat distributions were not significant. The heavy metal Cr showed the same trend. In addition to the operating parameters, the bed material size distribution may influence the heavy metal emissions during combustion processes.  相似文献   

16.
分析了2×130t/h锅炉配套石灰石—石膏脱硫系统调试过程中出现的问题,提出了解决措施并对运行参数进行了优化。结果表明,在实际工况下,燃用中低硫煤,控制吸收塔液位为7.3m,pH值为5.4,投运2台循环泵时,脱硫系统运行最为经济有效。  相似文献   

17.
The effects of the aeration, seeding, and agitation on the composting of vegetable waste were studied in a laboratory-scale reactor. Experimental results showed that the final product at the end of a 4-day composting period met multiple maturity indices suggested by many researchers. The evolution of carbon dioxide during the composting process could be modelled with a modified Gompertz equation that described the bacteria growth successfully. Multivariate regression analysis was used to study the effects of operating parameters on the carbon conversion. The response surface contour plots were constructed using the regression equation for the examination of the dependence of carbon conversion on operating parameters. The maximum carbon conversion of 14.54% was obtained when the percentage of seeding was set at 14.5%, the air suction rate was set at 2.6 L kg(-1) dry-solid min(-1), and the agitator operated half of the time, alternating on and off for every 5 min. Future work will focus on the application of the data and the experience gained in this work to composters of pilot and semi-commercial scales.  相似文献   

18.
A CFD scheme was presented for modeling municipal solid waste (MSW) combustion in a moving-grate incinerator, including the in-bed burning of solid wastes, the out-of-bed burnout of gaseous volatiles, and the selective non-catalytic reduction (SNCR) process between urea (CO(NH2)2) and NOx. The in-bed calculations provided 2-D profiles of the gas–solid temperatures and the gas species concentrations along the bed length, which were then used as inlet conditions for the out-of-bed computations. The over-bed simulations provided the profiles of incident radiation heat flux on the top of bed. A 3-dimensional benchmark simulation was conducted with a 750 t/day commercial incinerator using the present coupling scheme incorporating with a reduced SNCR reduction mechanism. Numerical tests were performed to investigate the effects of operating parameters such as injection position, injection speed and the normalized stoichiometric ratio (NSR) on the SNCR performance. The simulation results showed that the distributions of gas velocity, temperature and NOx concentration were highly non-uniform, which made the injection position one of the most sensitive operating parameters influencing the SNCR performance of moving grate incinerators. The simulation results also showed that multi-layer injections were needed to meet the EU2000 standard, and a NSR 1.5 was suggested as a compromise of a satisfactory NOx reduction and reasonable NH3 slip rates. This work provided useful guides to the design and operation of SNCR process in moving-grate incinerators.  相似文献   

19.
Litter on roadways has to be removed for hygiene and to reduce pollution, amongst other reasons. Therefore, the effective operation of street sweepers is important in the collection of solid waste. In this article, the effectiveness of gutter brushes of street sweepers in removing different debris types, namely medium-size gravel, small and fine particles, and wet thin debris is studied by means of sweeping tests using a brushing test rig. Two types of gutter brushes, cutting and F128, are tested under a variety of operating conditions. The experimental tests provide a means of identifying suitable ranges of brush penetration for the different debris types under defined operating parameters such as brush angle of attack, brush rotational speed, and sweeper velocity. These ranges may provide sufficiently high removal forces and avoid the occurrence of sweeping problems such as backward sweeping and inappropriate bristle–surface contact. Optimum operating parameters for the three debris types studied, as well as a mixture of all of them, are determined. Lastly, the results indicate that, as far as the sweeping effectiveness is concerned, the F128 brush is the preferred one for the cases studied.  相似文献   

20.
An Erratum has been published for this article in Remediation 14(4) 2004, 141. The selection of remediation options for the management of unacceptable risks at contaminated sites is hindered by insufficient information on their performance under different site conditions. Therefore, there is a need to define “operating windows” for individual remediation options to summarize their performance under a variety of site conditions. The concept of the “operating window” has been applied as both a performance optimization tool and decision support tool in a number of different industries. Remediation‐option operating windows could be used as decision support tools during the “options appraisal” stage of the Model Procedures (CLR 11), proposed by the Environment Agency (EA) for England and Wales, to enhance the identification of “feasible remediation options” for “relevant pollutant linkages.” The development of remediation‐option operating windows involves: 1) the determination of relationships between site conditions (“critical variables”) and option performance parameters (e.g., contaminant degradation or removal rates) and 2) the identification of upper‐ and lower‐limit values (“operational limits”) for these variables that define the ranges of site conditions over which option performance is likely to be sufficient (the “operating window”) and insufficient (the “operating wall”) for managing risk. Some research has used case study data to determine relationships between critical variables and subsurface natural attenuation (NA) process rates. Despite the various challenges associated with the approach, these studies suggest that available case study data can be used to develop operating windows for monitored natural attenuation (MNA) and, indeed, other remediation options. It is envisaged that the development of remediation‐option operating windows will encourage the application of more innovative remediation options as opposed to excavation and disposal to landfill and/or on‐site containment, which remain the most commonly employed options in many countries. © 2004 Wiley Periodicals, Inc.  相似文献   

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