微生物絮凝剂投加方式对好氧颗粒污泥性能的影响

为提高好氧污泥颗粒化速度, 采用微生物絮凝剂, 探讨在好氧颗粒污泥培养过程中微生物絮凝剂的投加方式对颗粒污泥理化性能及生物降解效能的影响。结果表明:微生物絮凝剂每隔2、3、5、7 d投加一次时, 均可培养出成熟的好氧颗粒污泥, 微生物絮凝剂的投加方式对好氧污泥颗粒化的影响较显著;微生物絮凝剂最佳投加方式为每5天投加一次, 此时颗粒化速度快, 颗粒形成时间由未投加的60 d缩短为42 d, 好氧颗粒污泥疏水性好, 污泥体积指数稳定在40 mL/g左右, 沉降速度达35.06 m/h, COD、氨氮和总磷的去除率分别为96.55%、93.29%和87.29%。     

吸附对土壤水环境中有机污染物生物降解过程的影响研究

在土壤水环境系统中,吸附作用是影响有机污染物生物降解过程的主要制约因素。污染物的吸附性越强,则其存在于土壤水溶液的重量百分比就越小,生物降解可能性也就越低。本文建立了定量描述吸附作用对有机污染物在土壤颗粒内部传输过程影响的数学模型。通过模型计算发现,有机污染物的土壤-水吸附分配系数Kd越大,则其从土壤颗粒内部传输到外部水溶液的速率就越小,总的降解速率也就越低。     

菲和萘的非线性吸附过程研究

分配模型认为疏水性有机物在土壤上的吸附过程是一种分配的过程[1,2],平衡分配系数与土壤有机碳的含量存在线性相关关系.Weber和Huang[3,4]提出土壤吸附有机污染物的三端员模式.认为无机矿物表面和无定形有机质对有机污染物的吸附以相分配为主,而凝聚态有机质对有机污染物吸附则表现为非线性的.Pignatello和Xing[5,6]指出双模式吸附模型可将土壤有机质分为溶解相和孔隙填充相两个部分;认为有机污染物在溶解相上的吸附是一个分配过程,而在孔隙填充相中的吸附则服从兰格缪尔吸附等温模型,表现为非线性.可以肯定土壤有机质是引起疏水性有机物非线性吸附过程的主要组分.因此,本研究利用现代分析方法表征土壤有机质的化学组成和结构;定量研究多环芳技烃化合物菲和萘在吸附剂上的等温吸附过程;探讨疏水性有机污染物的非线性等温吸附与吸附剂中有机质化学组成和结构之间的关系.     

包气带对三氯乙烯的吸附行为研究

有机污染物在包气带的吸附行为,直接影响有机污染物在环境中的迁移、转化等过程。采用浅层和深层包气带样品,利用批实验的方法研究不同有机碳含量的样品对三氯乙烯(TCE)的吸附行为。研究表明,包气带表层土壤比深层土壤的有机碳含量高,可能存在竞争吸附的问题,说明该土壤的吸附行为是以矿物吸附为主、有机质吸附为辅的类型;表层土壤的吸附具有较好的线性行为,不存在饱和吸附量;深层土壤有机碳含量低,其吸附为非线性的。     

非平衡-非线性吸附情况下填埋场污染物运移分析

采用Langmuir等温吸附线方程描述非线性吸附性能, 基于改进的混合元方法，通过数值计算与分析，探讨了非平衡吸附条件下污染物运移过程及其机理。计算结果表明: 当考虑非平衡、非线性吸附性能时, 污染物穿透曲线即浓度的时程变化曲线尖锐而狭窄、峰值点前移, “拖长尾”现象不明显, 由此说明，土颗粒对污染物的非平衡、非线性吸附使得污染物的穿透能力增强, 滞留能力下降。进一步的变动参数比较分析表明：Langmuir等温线方程中的参数B、压实粘土衬里的渗透性及地下水渗流速度对污染物运移过程具有显著的影响。     

连续流气提式流化床启动过程中好氧颗粒污泥的形成机制

探讨连续流气提式好氧颗粒污泥流化床(CAFB)反应器的运行特征,对该工艺颗粒污泥形成过程、形成机理和颗粒性质进行分析。以市政污泥为接种污泥,以醋酸钠为碳源,在连续运行方式下培养好氧颗粒污泥。研究结果表明：CAFB反应器启动的第4－5天即有大量颗粒污泥形成,颗粒直径800~1 000 μm,比重1.006,生物相丰富,能够分泌大量胞外聚合物。当COD有机负荷高达8 和13 kg/(m³·d)时,对COD处理效率均维持在93%~97%,COD出水质量浓度仅为30~80 mg/L,引起启动后期丝状菌的大量繁殖,污泥流失。进一步提高污泥负荷有望控制污泥膨胀。     

CTMA-蒙脱石吸附苯分子的分子动力学模拟研究

有机粘土对疏水性有机污染物吸附性能良好,在环境有机污染控制中有广阔的应用前景。明确有机污染物在有机粘土上吸附的微观结构特征是探明其吸附机理,提高其污染控制效率的关键。论文以十六烷基三甲基铵阳离子改性蒙脱石(CTMA-Mont)为有机粘土代表,采用分子动力学模拟技术,模拟研究了水环境条件下CTMA-蒙脱石对典型疏水性有机污染物苯的吸附特征,得到了CTMA-Mont层间域内原子尺度微观结构。研究发现苯分子主要吸附在CTMA烷基链聚集体内,而蒙脱石硅氧烷表面由于受到烷基链的竞争而对苯分子的吸附能力较弱。随着CTMA负载量的增加,层间域内烷基链聚集体的体积增大,因而能为苯分子提供更多的吸附位点,CTMA-Mont吸附性能相应增强。     

甲苯在土壤地下水中迁移规律研究

石油泄漏导致甲苯等有机污染物污染土壤地下水,并且甲苯等石油类有机污染物对土壤地下水污染具有隐蔽性强、难以逆转等特点,污染治理难度大。因此,研究甲苯有机污染物在土壤地下水中运移规律是治理的关键。该文以某污染场地为研究区,以甲苯有机污染物为研究对象,考虑了淋滤、吸附的影响,采用模型计算方法,分析了甲苯在污染场地土壤地下水中迁移规律。结果表明：甲苯在土壤地下水中迁移过程中,淋滤作用对甲苯浓度变化影响显著;吸附影响下扩散作用及地下水位变化对甲苯迁移产生的影响均受到抑制。该文获得的甲苯在土壤地下水中迁移规律可为甲苯有机污染物污染场地修复提供依据。     

四氯乙烯的生物吸附和厌氧生物降解研究

四氯乙烯(PCE)的广泛使用和不合理的处置已经使其成为地下水中普遍存在的有毒有害的有机污染物。PCE在厌氧条件下通过还原脱氯发生生物降解,按照非水溶性生物降解模型,有机物先吸附到厌氧活性污泥中,解吸后再进行生物降解。利用间歇试验进行厌养污泥对PCE的吸附降解实验研究。试验结果表明：厌氧污泥对PCE的吸附在0.5 h达到吸附平衡,在1.0 h达到解吸平衡。对实验结果的回归分析表明：PCE的吸附和解吸均符合Freundlich等温吸附方程。厌氧污泥在微生物的作用下将PCE还原脱氯为TCE和DCEs。     

接种污泥对好氧颗粒污泥稳定性的影响

为研究接种污泥对好氧颗粒污泥稳定性的影响,将以城市污水处理厂的活性污泥和以啤酒废水处理厂的活性污泥为接种污泥培养的成熟好氧颗粒污泥封存后重新启动运行,探讨其理化性能、降解性能的恢复以及种群结构的变化情况。结果表明:接种污泥对好氧颗粒污泥的稳定性具有一定的影响,沉降性能好、生物活性强的啤酒废水处理厂的接种污泥形成的颗粒污泥形态恢复快,约需35 d,沉降性能恢复为贮存前的93%,具有较好的稳定性;对COD、NH3-N的降解效果与用城市污水厂的污泥接种形成的好氧颗粒污泥相近,但其对TP有更好的去除效果,COD、NH3-N、TP的去除率分别达95.10%、91.80%、94.00%。变性梯度凝胶电泳法(DGGE)分析表明:啤酒废水厂污泥接种形成的颗粒污泥的群落结构多样性十分丰富,优势种属达20个操作分离单元(OTUs);而城市污水厂污泥接种形成的颗粒污泥中优势种属只有11个OTUs。     

Biological leachate treatment using anaerobic/aerobic process: suspended growth-activated sludge versus aerobic granular sludge

Landfill leachate treatment was investigated using two anaerobic/aerobic sequencing batch reactors inoculated with suspended growth-activated sludge (ASBR) and aerobic granular sludge (GSBR). The total ammonium nitrogen (TAN) concentration in the GSBR influent was as high as 1200 mg/L with an average TAN removal efficiency of 99.7%. However, the ASBR treatment did not show a consistent performance in TAN removal. The TAN removal efficiency decreased with increasing ammonium concentration in the influent. Aerobic granular sludge was found to be more resistant to free ammonia (FA). In the GSBR, nitrification was partially inhibited at FA concentration from 48 to 57 mg/L, which was two times more than the FA concentration that inhibited nitrification in the ASBR. Low chemical oxygen demand removal efficiencies were obtained in both reactors, which was associated with the refractory organic content of the leachate used in this study. This resulted in poor phosphorous removal in both treatments. The results prove that aerobic granular sludge is a robust method as compared to suspended-activated sludge to treat leachate containing high levels of TAN and FA.     

Microbial community analysis for aerobic granular sludge reactor treating high-level 4-chloroaniline wastewater

A laboratory-scale sequencing airlift bioreactor continuously treating high-level 4-chloroaniline (4-ClA) wastewater was used for studying the effect of 4-ClA on the characteristics and microbial community of aerobic granular sludge. The granulation of aerobic sludge and efficient pollutant removal performance were developed via shortening sludge settling time and gradually increasing influent 4-ClA concentration to around 400 mg L^?1. However, the granular sludge reactor deteriorated with the 4-ClA loading rate above 0.8 kg m^?3 d^?1. Denaturing gradient gel electrophoresis and real-time quantitative PCR were applied to investigate the microbial community succession during the start-up and recovery of bioreactor. The results showed that the performance of granular reactor was significantly influenced by the microbial community of aerobic granule, and stable aerobic granule was dominated with β-Proteobacteria (61.28 %), Flavobacteriales, Planctomycetales, Clostridiales, and Acidobacteria. Since Thauera (21.55 %) related to the genus β-Proteobacteria was abundant in the stable 4-ClA-degrading granular sludge, it was speculated as the main 4-ClA-degrading bacteria. Under high chloroaniline level, the sludge granulation may maintain the stability of the bioreactor via adjusting the composition of microbial community and abundance of functional microorganism. This paper provided useful information for better understanding the change of microbial community characteristics under high-level toxic organic pollutants and process optimizing.     

连续流态下好氧颗粒污泥的培养及处理制药废水的性能

在上流式好氧颗粒污泥床反应器中, 以厌氧颗粒污泥和好氧絮状活性污泥为接种泥, 采用人工配制的模拟废水, 成功培养出性能优异的好氧颗粒污泥.反应器内污泥浓度稳定在5g/L左右, 颗粒污泥粒径为0.5~2.0mm, 当进水COD为2000mg/L, 容积负荷为4.8kg/(m3·d)时, 系统对COD的去除率稳定在96%以上.通过扫描电镜观察, 好氧颗粒污泥是层状结构, 表面有大量丝状菌缠绕, 内部有短杆菌和空穴存在.逐步提高制药废水在进水中的比例, 经过47d的培养, 生物制药废水完全取代模拟废水, 系统对COD、NH₃-N、TP的去除率分别稳定在90%、90%和70%以上.      

Removal of dyes by adsorption on magnetically modified activated sludge

The ability of magnetically modified activated sludge affected by thermal treatment to remove water-soluble organic dyes was examined. Twelve different dyes were tested. Based on the results of the initial sorption study, four dyes (namely aniline blue, Nile blue, Bismarck brown Y and safranin O) were chosen for further experiments due to their promising binding onto magnetic activated sludge. Significant factors influencing adsorption efficiency such as dependence of contact time, initial pH or temperature were studied in detail. The adsorption process was very fast; more than 88 % of dye content (55 mg/L) was adsorbed within 15 min under experimental conditions used. The equilibrium adsorption data were analyzed by Freundlich, Langmuir and Sips adsorption isotherm models, and the fitting of each isotherm model to experimental data was assessed on the basis of error functions. The maximum adsorption capacities of magnetic activated sludge were 768.2, 246.9, 515.1 and 326.8 mg/g for aniline blue, Bismarck brown Y, Nile blue and safranin O, respectively. The kinetic studies indicated that adsorption of all selected dyes could be well described by the pseudo-second-order kinetic model, and the thermodynamic data suggested the spontaneous and endothermic process.     

Comparing the adsorption and desorption characteristics of 17α-ethinylestradiol on sludge derived from different treatment units

The adsorption and desorption behaviors of 17??-ethinylestradiol on various sludges derived from different treatment units of a sewage treatment plant were investigated using batch equilibration experiments. The results showed that adsorption process could be well described by pseudo-second-order kinetic model and fast adsorption played a main role. Adsorption ability varied as the order of aerobic sludge????anoxic sludge????primary sludge?>?sludge cake?>?anaerobic sludge. Adsorption/desorption isotherms were well fitted by the modified Freundlich model, and $ K_{f}^{\prime } $ values increased with the organic matter content. Thermodynamic analysis indicated that 17??-ethinylestradiol adsorption/desorption was exothermic and conducted spontaneously. After heat treatment for removing the organic carbon, $ K_{f}^{\prime } $ values decreased by more than 78%, but organic carbon normalized adsorption constant was 7.76?C29.51?mg/g. The 17??-ethinylestradiol adsorption capacity was found to decrease from 0.95?C1.39 to 0.44?C0.49?mg/g with sludge concentration increasing from 500 to 4,000?mg/L, being almost unchanged at pH 3?C10 and sharply decreasing with pH?>?10. The adsorption capacity was also found to fluctuate in the range of 2.0?C3.0?mg/g when Ca²⁺ concentration was <0.5?mol/L and increased rapidly above 0.5?mol/L. Addition of methanol and acetonitrile could improve 17??-ethinylestradiol desorption effect, which increased with the content of organic solvents, and the desorption degree of acetonitrile was higher than methanol.     

煤化工渣高效吸附去除水中全氟辛酸

为高效快速去除水中全氟辛酸,选择工业废物煤化工渣对全氟辛酸进行吸附去除探究。采用不同的处理方法制备了4种煤化工渣（粒径从大到小为CGA1、CGA2、CGA3和CGA4）,研究其在水溶液中的全氟辛酸吸附性能。利用扫描电子显微镜（SEM）、拉曼光谱、傅里叶变换红外光谱（FTIR）和X射线光电子能谱（XPS）对4种煤化工渣的结构特征进行表征分析,并考察了全氟辛酸初始质量浓度和初始pH对吸附进程的影响。实验结果表明：煤化工渣对全氟辛酸有高效的吸附能力,伪二级动力学模型和Langmuir等温模型可以较好地描述4种煤化工渣对全氟辛酸的吸附行为及过程,其中CGA4去除全氟辛酸的最大吸附量为25.51 mg/g;随着全氟辛酸溶液初始质量浓度升高,煤化工渣对全氟辛酸的吸附容量逐渐增加;初始pH对CGA3和CGA4的影响微弱,CGA1和CGA2在酸性条件下显示出更优越的吸附性能。由此得出,4种煤化工材料中粒径最小的CGA4具有最优的全氟辛酸去除能力且基本不受pH限制。FTIR分析表明,吸附过程中氢键的形成占主导地位,XPS和Zeta电位检测结果表明,物理吸附和静电吸附在去除过程中也发挥了重要作用。     

河北保定典型污灌区土壤Cu吸附特性研究

我国部分地区土壤污染形势严峻,主要表现为Cu等重金属元素严重超标。污水灌溉以及含Cu饲料过量使用等不合理的农业生产方式是导致Cu在耕地中富集的主要因素,严重威胁粮食安全和人类健康。以河北保定典型污灌区为研究区,通过静态吸附批量实验探究土壤吸附Cu的动力学和热力学特性。吸附动力学模型和等温吸附经验模型中得到的参数一致表明,表层土壤S1对Cu的吸附能力强于底部土壤S2。S1的有机质含量高于S2,提供了更多的表面吸附点位,这可能是导致土壤S1对Cu的吸附能力更强的原因之一。离子强度对土壤Cu吸附率的影响较小。溶液pH和溶解性有机物(DOM)含量对土壤Cu吸附率的影响明显,pH值与吸附量呈正相关,DOM浓度与吸附量呈负相关。由于土壤对pH有很强的缓冲能力,短时间的酸雨可能不会导致Cu的迁移。施用有机肥时,有机肥浸出液中高浓度的DOM可能会与Cu形成水溶性Cu-DOM络合物,促进Cu在土壤中的迁移,导致浅层地下水污染。