连续曝气SBR快速培养AGS及同步脱氮除碳特性分析

配制模拟生活污水,利用序批式活性污泥法(SBR)反应器在连续曝气条件下进行好氧颗粒污泥(AGS)的培养,研究完全好氧模式下AGS的快速培养及其同步脱氮除碳特性.结果表明:污泥第7天即出现颗粒化,平均粒径0.32 mm,连续曝气SBR中NH3 N、TN、COD的去除率分别为95.3％、77.4％、97.5％;高通量测序分...     

城市污泥高温好氧堆肥处理及最终处置研究

城市污泥高温好氧堆肥是一种重要的污泥处理途径。本文概述了污泥高温好氧堆肥的可行性和具体操作方法、堆肥后的处置途径,讨论了污泥堆肥及其处置过程中存在的问题及其解决方法,并对高温好氧堆肥技术在我国的应用前景做出了展望．     

利用活性炭和三氯甲烷降低挥发酚测定中试剂空白

利用活性炭和三氯甲烷降低挥发酚测定中试剂空白高云，金淑聪，王建平（新疆昌吉州环境监测站８３１１００）常规测定水中挥发酚浓度采用４－氨基安替比林革取光度法，该法灵敏度高，精度好，适用于地下水、地面水、低浓度废水中酚的测定。但在测定过程中由于受４－氨基安...     

活性污泥法处理炼厂废水应注意的问题

长庆油田炼油厂从生产管理入手进行分析，得出了一套简单的管理模式，解决了活性污泥处理废水时由于污染物毒杀细菌而影响水处理结果这一难题，使废水达标排放。     

活性炭吸附紫外分光光度法测定油烟挥发组分

建立了用活性炭作吸附剂、脱芳烃石油醚萃取、紫外分光光度法测定油烟挥发组分的方法。取家用抽油烟杯内的油烟气冷凝液加热到200C的样品萃取液作标准油品,在225nm处测紫外吸光值,绘制校准曲线,相关系数在0．986～0．999之间。实验样品分析结果表明,脱芳烃石油醚对样品中油烟挥发组分萃取率可达90％以上,样品测定重现率达76．7％。红外光谱分析标准油品挥发组分初步认定为烃类、卤代烃类、醇酚醚类、醛酮类、羧酸及其衍生物类、稠环杂环类和胺类等。     

好氧颗粒污泥表征技术研究进展

随着好氧污泥颗粒化技术的兴起,好氧颗粒污泥成为研究的热点之一。各国学者对好氧颗粒污泥应用了不同的表征手段,文章对好氧颗粒污泥的物理性质表征方法、物化性质表征方法、生化性质表征方法、性能参数表征方法以及PCR、FISH、DGGE等现代分子生物学技术在好氧颗粒污泥研究中的应用进行了综述。     

活性污泥法处理炼油废水主要指标的有效控制

本文重点阐述了活性污泥法处理炼油厂废水主要指标有效控制的重要意义。详细地分析了影响这些指标的各种因素,并采取了先进的有效措施使得本厂新建污水处理场正常运行。污水处理率较高。     

连续曝气SBR快速培养AGS及反应器流态的CFD解析

配制模拟番茄酱废水,在高径比为10的SBR反应器中,考察连续曝气条件下好氧颗粒污泥（AGS）的除污性能和微生物特性的变化。建立流体动力学模型,模拟反应器中气〖CD*2〗液〖CD*2〗污泥三相流的流态,以了解其对污泥颗粒化的影响机理。结果表明：污泥完全颗粒化后,对番茄酱废水中COD、NH3-N和PO3-4-P的去除率分别为94.37%、93.55%和9092%;绿弯菌门(Chloroflexi)、拟杆菌门(Bacteroidetes)和厚壁菌门(Firmicutes)丰度显著提高,假丝酵母菌（Candidatus saccharibacteria）为除磷功能微生物;反应器内的流态结构呈环流和旋涡流,水力剪切力的大小与颗粒粒径呈正相关,颗粒形态与流态分布有关。     

活性炭负载催化剂去除燃煤烟气中单质汞的研究

以贵州凯里褐煤进行燃烧实验,研究采用CoCl2(负载量20%)改性的活性炭去除烟气中的单质汞。颗粒态汞占烟气总汞的87%,而单质汞占气态汞的80.4%。改性活性炭吸附了气态汞中97%的单质汞,而吸收液只吸收了3%的单质汞。可见改性活性炭也能有效地吸附煤燃烧实验中的烟气汞。实验结果表明,煤中汞的释放率为59.5%,1kg的改性活性炭可以吸附208t煤所产生的烟气中的气态单质汞。     

回流污泥比对厌氧释磷效果影响研究

为系统研究厌氧污泥回流比对生物除磷效果的影响,本文以实际生活污水作为研究水样,研究不同污泥回流比下厌氧段对COD、N、P的去除效果,深入研究污泥回流比对生物强化除磷代谢过程的影响。结果表明,在厌氧环境中污泥回流比对NH3-N的去除没有明显影响,但对硝态氮、TP、COD的去除影响较大。最佳回流污泥比应控制在60%~80%左右,在这两个工况下,PAO释磷量能达到24.13mg/L,这样能使PAO在厌氧池有效地利用碳源,充分释磷,从而提高除磷效率,同时应控制最佳厌氧有效时间为2~3h,如果厌氧时间过长或者过短都对PAO释磷产生一定的负作用。     

城市污水处理厂污泥及剩余麻黄废渣堆肥化研究

对城市污水污泥与麻黄废渣进行堆肥无害化处理,考察了温度、水分、pH及各有机成分的变化趋势,探讨了堆肥腐熟度的指标。     

Desorption Kinetics of Benzene in a Sandy Soil in the Presence of Powdered Activated Carbon

Desorption kinetics of benzene was investigated with a modified biphasic desorption model in a sandy soil with five different powdered activated carbon (PAC) contents (0, 1, 2, 5, 10% w/w) as sorbents. Sorption experiments followed by series dilution desorption were conducted for each sorbent. Desorption of benzene was successively performed at two stages using deionized water and hexane. Modeling was performed on both desorption isotherm and desorption rate for water-induced desorption to elucidate the presence of sorption–desorption hysteresis and biphasic desorption and if present to quantify the desorption-resistant fraction (q _irr) and labile fraction (F) of desorption site responsible for rapid process. Desorption isotherms revealed that sorption–desorption exhibited a severe hysteresis with a significant fraction of benzene being irreversibly adsorbed onto both pure sand and PAC, and that desorption-resistant fraction (q _irr) increased with PAC content. Desorption kinetic modeling showed that desorption of benzene was biphasic with much higher (4–40 times) rate constant for rapid process (k ₁) than that for slow process (k ₂), and that the difference in the rate constant increased with PAC content. The labile fraction (F) of desorption site showed a decreasing tendency with PAC. The experimental results would provide valuable information on remediation methods for soils and groundwater contaminated with BTEX.     

乌鲁木齐市河东污水处理厂污泥处置途径初探

针对乌鲁木齐市河东污水处理厂的污泥出路问题,结合当前的污泥处置技术及发展趋势,在进行污水厂污泥特性分析的基础上,提出污泥制肥是乌鲁木齐市今后污泥处置的发展方向。     

颗粒活性炭负载TiO2薄膜用于染料污水脱色的研究

研究了溶胶-凝胶法制备以活性炭为载体的TiO2膜。通过实验确定了溶胶一凝胶体系的最佳组成,对涂膜的次数、煅烧温度、保温时间等因素进行实验,确定了涂膜的最佳工艺,并用于处理有机染料污水,脱色率达92％。     

微波消解-原子吸收/原子荧光光度法测定活性污泥中的Cd、Pb、Ni、Cu、 Zn、Cr、K、As、Hg

通过实验,建立了活性污泥中金属和重金属的测定方法。活性污泥样品经硝酸—氢氟酸或硝酸—高氯酸微波消解处理后,Pb、Ni、Cu、Zn、Cr、K选用火焰原子吸收分光光度法测定,Cd用石墨炉原子吸收分光光度法测定,As、Hg用原子荧光光度法测定。该方法操作简单,结果准确,重现性好。样品加标回收率为93%-108%,相对标准偏差〈5%。     

The Impact of Scrubber Sludge on Ground Water Quality at an Abandoned Mine Site

A sulfate-rich flue gas desulfurization scrubber sludge was used as a substitute backfill material in reclamation of an abandoned coal strip mine. The site was surrounded by monitor wells and the material was characterized for leaching behavior using open column experiments. A drain was placed directly beneath the 45 000 ton fill to enable sampling before dilution or attenuation. The column studies indicated that the scrubber sludge would adsorb manganese, iron, aluminium, cobalt, nickel, thallium and zinc contaminants from the water. Changes in pH appear inadequate to explain the removal by precipitation. The groundwater cleaning phenomenon has been confirmed on a field scale by the drain samples. Boron and molybdenum leach from the fly ash was used to fix the scrubber sludge and serve as marker elements enabling calibration of the dispersivity in computer models of the groundwater system at the site. The leachate front appears to be diluted by a factor of 8 : 1 within the first 15 meters. Since boron and molybdenum release are associated only with the first flush, environmental impacts will be minimal. Columns appear to create a time compression effect on the duration of leaching phenomenon. The effect for this site appears to be at least 5 : 1. The columns were effective in predicting which elements would leach or adsorb in the field and in predicting the actual source concentrations. Other shake tests such as the TCLP and the ASTM shake test were found to be less effective at predicting which elements would leach and were not helpful in predicting field concentrations.     

高氟水沸石除氟的效果研究

通过静态搅拌实验和恒温震荡实验,研究了接触时间、pH、温度及反复使用次数对沸石除氟效果的影响.结果表明,在适宜的条件下,沸石除氟效果随着使用次数的增多有上升趋势,除氟效果良好,适用于我国高氟水地区.     

Adsorption of Cotton Fabric Dyestuff Waste Water on Nigeria Agricultural Semi-Activated Carbon

The Kaduna river in Nigeria is in such great environmental stress that the self-purifying capacity of the river has been exceeded as a result of industrial discharges. The river water is blue-green and pollution build-up is evident on the river banks. Techniques were designed to rid the river of visible signs of pollution by incorporating the principles of adsorption and incineration.Semi-activated carbon from agricultural wastes were used to treat the waste water. Residual colors, amber, yellow and orange, were obtained and the solute removed ranged from 96-99.8% and the volatile residue removed by carbon treatment ranged from 3-3.8%. Incineration of 1 kg waste water yielded 40 g solid residue.Adsorption of dyestuff present in the waste water was linear and increased with concentrations of waste water per unit mass of guinea corn carbon. Replicate results yielded: y = 2.5 + 0.130x y = 2.306 + 0.017x where x =log10% concentration of dyestuff waste water (independent variable); y = log10 adsorption of dyestuff waste-weight gramme-1 carbon. Unit of weight = milligramme (dependent variable).For maize carbon, adsorption was linear but decreased with increasing concentrations. Replicate results were: y = 1.583 - 0.21x y = 0.52 - 0.32x x and y here are the same as above; with cane sugar carbon, adsorption was independent of concentrations. Student t-test showed no statistical difference between the replicates at the 99.5% level.     

Effects of Traffic Management and Transport Mode on the Exposure of Schoolchildren to Carbon Monoxide

The exposure to CO of schoolchildren was assessed in the town of Northampton, UK, both by direct measurement and by GIS-based activity modelling. Personal measurement of CO showed that exposures when travelling by car were significantly greater than those when walking, although journey times by car were shorter. However, journey exposures had little effect on maximum 8h mean CO exposures. CO concentration fields in the study area were modelled from current traffic flows, and those expected under different traffic management scenarios. These fields were then used, in combination with children's home and school location, and their activity profiles, to simulate frequency distributions of exposure for different transport modes and traffic management scenarios. The results show a large variability in the effect of traffic management interventions, depending on the child's home and school location.