一株苯酚降解菌的筛选及降解动力学特性

利用富集驯化的培养方法,从首钢焦化厂废水处理系统中的二沉池出水中,分离筛选出一株能够高效降解苯酚的菌株B3对其16S rDNA序列进行分析,并选择Monod方程和Andrews方程分别研究该菌在不同苯酚浓度条件下的降酚动力学模式。结果表明,B3为蜡状芽孢杆菌(Bacillus cereus);苯酚浓度较低时,苯酚对菌株的生长基本不产生抑制作用,用Monod模型对B3降酚动力学过程进行拟合,其动力学参数V max=0.03 h-1,K s=25.53 mg/L;苯酚浓度较高时,按照Andrews模型对B3降酚动力学过程进行非线性最小二乘曲线拟合,其动力学参数V max=0.08 h-1,K s=147.52 mg/L,K i=384.96 mg/L。根据动力学方程,推论菌株B3降解对于浓度238.30 mg/L的苯酚具有最佳降解效果。     

富含活性氯与Al_(13)水处理药剂对铜氰络合物去除效能

含重金属铜离子与氰离子(CN)的络合物广泛存在于电镀、冶金等工业废水中,是一种较难处理的污染物。富含活性氯和Al13聚合体的水处理药剂(PACC)兼具氧化和絮凝效能,在处理含重金属氰络合物([Cu(CN)3]2-)废水方面具有良好的应用前景。研究PACC与[Cu(CN)3]2-的反应计量学、动力学,考察了pH、反应时间和投药量等影响因素,确定PACC的最佳工作参数。结果表明,PACC可同时实现对CN的氧化和对Cu2+的絮凝,有效去除水中[Cu(CN)3]2-。使用PACC对[Cu(CN)3]2-的无害化处置过程分为2个阶段:CN-首先被氧化成氰酸根(OCN-);然后OCN-被进一步氧化并生成碳酸氢根和氮气,同时所释放的游离态铜离子被絮凝去除。这2个阶段反应的最佳pH分别为11和8,去除1 mol[Cu(CN)3]2-的最佳投药量为9.35 mol Cl2的PACC;在此条件下反应43 min后,其出水中CN-和Cu2+的浓度均达到排放标准(GB21900-2008)要求。     

含铁材料对污染水稻土中砷的稳定化效果

通过化学实验方法,向砷污染水稻土中添加4种含铁材料(FeCl3、FeCl2、Fe0和Fe2O3),分析稳定后土壤中pH、砷形态及砷毒性浸出量的变化,研究4种含铁材料对污染水稻土中砷的稳定化效果。结果表明,FeCl3和FeCl2处理降低了土壤pH,Fe0和Fe2O3处理对土壤pH影响不大。4种含铁材料均明显降低了土壤中易溶态砷(WE-As)和毒性浸出砷含量。在最大添加量为8.00 g/kg时,FeCl3、FeCl2、Fe0和Fe2O3分别使易溶态砷比对照降低了86.4%、63.6%、77.3%和36.4%,使毒性浸出砷比对照降低了96.3%、88.9%、70.4%和30.4%。4种含铁材料均对水稻土壤中砷具有较好的稳定化效果,且能力大小依次为:FeCl3FeCl2、Fe0Fe2O3。Fe0和Fe2O3处理使WE-As、铝型砷(Al-As)、铁型砷(Fe-As)向钙型砷(Ca-As)和残渣态砷(RS-As)转化;FeCl3处理使土壤WE-As、Al-As向Fe-As、Ca-As和RS-As转化;FeCl2处理使土壤WE-As、Ca-As向Al-As、Fe-As转化,对RS-As影响不明显。说明Fe0固砷的机理与Fe2O3相似,与FeCl3有一定差异,与FeCl2的差异可能更大。     

木屑黄原酸盐对双离子体系中铜镍的吸附

利用木屑制备木屑黄原酸盐吸附剂,对其进行FTIR、XRD和BET分析,并考察了对双离子体系中铜镍离子的吸附情况,重点研究了木屑黄原酸盐吸附量的预测和吸附初始速率的计算。结果表明,在铜镍双离子体系中,利用扩展的Langmuir模型能很好地预测木屑黄原酸盐对铜镍离子的吸附;吸附之初,吸附速率很快,并且随着干扰离子的浓度增大,所考察离子的初始速率逐渐减小。吸附情况说明,木屑黄原酸盐是一种具有良好吸附性能的吸附材料。     

废旧混凝土用作水泥稳定基层的实验研究

随着城市建设的发展,城市道路改建时产生的大量的废弃混凝土块的有效利用成了一个亟待解决的问题。结合宜昌市东山大道改建项目,将废弃的混凝土面板加工形成再生集料用作水泥稳定碎石基层,达到节约资源和保护环境的目的。实验分析了再生集料的颗粒级配、压碎值、针片状颗粒含量、表观密度和吸水率等工程性质指标,同时对水泥稳定再生碎石的级配、最佳水泥掺量进行了设计,并对水泥稳定再生碎石的无侧限抗压强度指标进行了研究。研究表明,废旧混凝土经加工形成的再生集料具有良好的路用性能,其颗粒级配、压碎值以及主要指标均达到了路面基层材料的要求;掺3%、5%和7%水泥稳定再生集料7 d浸水抗压强度均达到路面基层的要求,水泥稳定再生集料用作路面基层是可行的;掺3%水泥稳定的再生集料可以用在公路的底基层,掺5%及7%水泥稳定的再生集料可以分别用作路面下基层和上基层。     

改性啤酒酵母及柑橘皮凝胶小球对铜的吸附性能

为有效去除污水中的铜离子并实现资源有效的利用,以啤酒酵母和柑橘皮为原料制备海藻酸钙固定啤酒酵母菌小球(SCA)、海藻酸钙固定柑橘皮小球(OPCA)及海藻酸钙固定柑橘皮及啤酒酵母菌复合小球(OPSCA),研究了其对铜离子的吸附和解吸性能。研究结果表明,3种吸附剂对铜离子吸附的最佳pH值为5.0,吸附量的大小顺序为:OPSCAOPCASCA。吸附动力学数据符合准二级动力学模型。吸附过程被内扩散步骤和外扩散步骤共同控制。Langmuir等温吸附模型能较好地模拟3种吸附剂的吸附数据,SCA、OPCA及OPSCA的理论最大吸附量分别为33.49、40.80和61.69 mg/g。3种吸附剂可利用0.1 mol/L的盐酸解吸再生,可循环使用3次以上。     

Recent updates on electrochemical degradation of bio-refractory organic pollutants using BDD anode: a mini review

Boron-doped diamond (BDD) is playing an important role in environmental electrochemistry and has been successfully applied to the degradation of various bio-refractory organic pollutants. However, the review concerning recent progress in this research area is still very limited. This mini-review updated recent advances on the removal of three kinds of bio-refractory wastewaters including pharmaceuticals, pesticides, and dyes using BDD electrode. It summarized the important parameters in three electrochemical oxidation processes, i.e., anodic oxidation (AO), electro-Fenton (EF), and photoelectro-Fenton (PEF) and compared their different degradation mechanisms and behaviors. As an attractive improvement of PEF, solar photoelectro-Fenton using sunlight as UV/vis source presented cost-effectiveness, in which the energy consumption for enrofloxacin removal was 0.246 kWh/(g TOC), which was much lower than that of 0.743 and 0.467 kWh/(g TOC) by AO and EF under similar conditions. Finally the existing problems and future prospects in research were suggested.     

纤维素季铵盐处理活性染料废水

研究了纤维素通过季铵化反应制备的纤维素季铵盐(quaternized celluloses,QCs)高分子混凝剂对染料废水的脱色效果及机理,实验了它和无机助凝剂的联合使用分别对不同pH值条件下的活性染料废水脱色效果的影响。结果表明,在pH值为8至12范围内,QCs的投加对活性染料废水的脱色作用非常显著,无机助凝剂的投加对其脱色率的影响相对较小,但可以提高其脱色反应速度和脱色率。活性染料废水的脱色率可达98.53%,色度可达4倍以下。     

Adsorption and leaching of novel fungicide pyraoxystrobin on soils by <Superscript>14</Superscript>C tracing method

Pyraoxystrobin, (E)-2-(2-((3-(4-chlorophenyl)-1-methyl-1H-pyrazole-5-yloxy)methyl)phenyl)-3-methoxyacrylate, is a newly developed strobilurin fungicide with high antifungal efficiency. It has high potential to enter soil environments that might subsequently impact surface and groundwater. Therefore, ¹⁴C-labeled pyraoxystrobin was used as a tracer to study the adsorption/desorption and migration behavior of this compound under laboratory conditions in three typical agricultural soils. The adsorption isotherms conformed with the Freundlich equation. Single factor analysis showed that organic matter content was the most important factor influencing the adsorption. The highest adsorption level was measured in soil with low pH and high organic carbon content. Once adsorbed, only 2.54 to 6.41% of the adsorbed compound could be desorbed. In addition, the mobility results from thin-layer chromatography and column leaching studies showed that it might be safe to use pyraoxystrobin as a fungicide without causing groundwater pollution from both runoff and leaching, which might be attributed to its strong hydrophobicity. High organic matter content enhanced pyraoxystrobin adsorption and desorption because of the rule of similarity (lipid solubility). In the column leaching study, 95.02% (minimum value) of the applied ¹⁴C remained within the upper 4.0-cm layer after 60 days.     

Simulation of Biomass Accumulation Pattern in Vapor-Phase Biofilters

Existence of inert biomass and its impact on biomass accumulation patterns and biofilter performance were investigated. Four biofilters were set up in parallel to treat gaseous toluene. Each biofilter operated under different inlet toluene loadings for 100 days. Two microbial growth models, one with an inert biomass assumption and the other without, were established and compared. Results from the model with the inert biomass assumption showed better agreement with the experimental data than those based on the model without the inert biomass assumption thus verifying that inert biomass accumulation cannot be ignored in the long-term operation of biofilters. According to the model with an inert biomass assumption, the ratio of active biomass to total biomass will decrease and the inert biomass will become dominant in total biomass after a period of time. Filter bed structure simulation results showed that the void fraction is more sensitive to biomass accumulation than the specific surface area. The final void fraction of the biofilters with the highest inlet toluene loading is only 67% of its initial level while the final specific surface area is 82%. Identification and quantification of inert biomass will give a better understanding of biomass accumulation in biofilters and will result in a more exact simulation of biomass change during long-term operations. Results also indicate that an ideal biomass control technique should be able to remove most inert biomass while simultaneously preserving as much active biomass as possible.