Effects of Cu2+ and humic acids on degradation and fate of TBBPA in pure culture of Pseudomonas sp. strain CDT

Soil contamination with tetrabromobisphenol A(TBBPA) has caused great concerns;however, the presence of heavy metals and soil organic matter on the biodegradation of TBBPA is still unclear. We isolated Pseudomonas sp. strain CDT, a TBBPA-degrading bacterium, from activated sludge and incubated it with ~(14)C-labeled TBBPA for 87 days in the absence and presence of Cu~(2+)and humic acids(HA). TBBPA was degraded to organic-solvent extractable(59.4% ± 2.2%) and non-extractable(25.1% ± 1.3%) metabolites,mineralized to CO_2(4.8% ± 0.8%), and assimilated into cells(10.6% ± 0.9%) at the end of incubation. When Cu~(2+)was present, the transformation of extractable metabolites into non-extractable metabolites and mineralization were inhibited, possibly due to the toxicity of Cu~(2+)to cells. HA significantly inhibited both dissipation and mineralization of TBBPA and altered the fate of TBBPA in the culture by formation of HA-bound residues that amounted to 22.1% ± 3.7% of the transformed TBBPA. The inhibition from HA was attributed to adsorption of TBBPA and formation of bound residues with HA via reaction of reactive metabolites with HA molecules, which decreased bioavailability of TBBPA and metabolites in the culture. When Cu~(2+)and HA were both present, Cu~(2+)significantly promoted the HA inhibition on TBBPA dissipation but not on metabolite degradation. The results provide insights into individual and interactive effects of Cu~(2+)and soil organic matter on the biotransformation of TBBPA and indicate that soil organic matter plays an essential role in determining the fate of organic pollutants in soil and mitigating heavy metal toxicity.     

Effect of MoO3 on vanadium based catalysts for the selective catalytic reduction of NOx with NH3 at low temperature

The selective catalytic reduction(SCR) activities of the MoO_3 doped V/WTi catalysts prepared by the incipient wetness impregnation method at low temperature were investigated.The results showed that the addition of MoO_3 could enhance the NO_ xconversion at low temperature and the best SCR activity was obtained when the dosage of MoO_3 reached5 wt.%. The NH3-TPD and DRIFTS experiments indicated that the addition of MoO_3 changed the type and number of acid sites on the surface of catalysts and reaction activities of acid sites were altered at the same time. The redox capacity and amount of active oxygen species got improved for V3Mo5/WTi catalyst, which could be confirmed by the H_2-TPR and transient response experiments. Water vapor inhibited the NO_xconversion at low temperature. Deposition of ammonium sulfate or bisulfate might be main reason for the loss of catalytic activity in the presence of SO_2 at low temperature. Choosing the suitable NH_3/NO ratio and elevation of reaction temperature both could weaken the influence of SO_2 on the SCR activity of the V3Mo5/WTi catalyst. Thermal treatment of the deactivated catalyst at350°C could get the low temperature activity recovered. The decrease of GHSV improved the de NO_x efficiency at low temperature and we speculated that the rational technological process and operation parameters could contribute to the application of this kind of catalysts in real industrial environment.     

北京市潮白河再生水补水河段水质时空变异

城市河道是城市再生水利用的主要载体,而人工湿地是城市再生水河道补水前主要的水质净化方式.为了解再生水补水与人工湿地对再生水补水段水质的影响,选取北京市潮白河再生水补水河段作为研究对象,利用聚类分析、判别分析及因子分析等方法对不同季节水体的水质情况进行分析.结果表明:研究区内水体氮磷污染严重,其中TN污染表现为NO₃--N、NO₂--N和NH₄+-N的混合型污染.聚类分析结果表明,水质在季节尺度上表现为丰水期（6-9月）和枯水期（2月、3月、5月和12月）两大类;在空间尺度上受再生水补水和湿地净化的影响表现为显著的空间差异性.判别分析结果表明,再生水补给对河道水质的影响无显著季节差异,湿地净化功能在丰水期和枯水期差异较大且丰水期湿地的净化效果最为明显.因子分析结果表明,再生水作为城市河道的补充水源,一方面对河道中的F-、Chl-a等起到稀释作用,另一方面使得水体中的N、P及离子含量增加;丰水期湿地的净化作用使水体中氮磷等有机营养物质含量及ρ（TDS）等显著降低.      

数显型电热板加热法在河流高锰酸盐指数应急监测中的应用研究

高锰酸盐指数常被作为地表水体受有机污染物和还原性无机物质污染程度的综合指标.采用数显型电热板加热法测定水中高锰酸盐指数,通过实验确定了加热时间和加热温度.并分别采用水浴法和电热板加热法对应急样品进行了高锰酸盐指数的测定,两种测定方法的比对研究结果表明,应急监测时采用数显型电热板加热法测定耗时更短,检测结果与国标法测定没有显著差异,是可行且有效的应急监测替代方法.     

LNG储罐安全阀泄漏分析与故障排查

针对16×10~4m~3LNG储罐安全阀泄漏问题,从阀门结构角度对泄漏原因进行了详细的分析,认为主要有三种可能:(1)导阀失效;(2)上阀腔漏气;(3)阀座密封不严。根据分析结论,提出了故障排查的方法以及操作步骤;结合阀门解体检查情况,建立了阀门失效的故障树,从投产、阀门运行维护角度提出了相关建议。     

液化烃球罐泄漏温度场及材料适应性研究

针对高压储存的液化烃一旦发生泄漏,会迅速气化并吸热,使得球罐温度降低,严重时温度可能低于标准中允许的球罐材质最低适应温度的问题,建立球罐三维物理模型,基于CFD模拟的方法,采用雷诺时均的Navier-Stokes方程和k-ε湍流模型,分析球罐管线发生泄漏时球罐本体及周围环境的温度分布情况,探讨了不同泄漏孔径对球罐温度的影响。研究结果表明球罐发生泄漏时,球罐外部温度会明显降低,由于保温层的存在,球罐本体温度降幅不大。但在泄漏孔附近会形成较小的低温区,超过了16MnR材质的低温承受能力,存在较大的风险。     

因子分析在黄河上游干流地区滑坡灾害中的应用

黄河上游地区干流滑坡灾害频繁发生,造成了严重的经济损失和人员伤亡。对该区滑坡灾害进行研究,对于指导该区的抗灾、减灾和预防工作意义重大。采用遥感技术和野外采样实测,获取了研究区的129处滑坡灾害数据,进而对滑坡灾害影响因素进行了因子分析。通过因子分析,得到公因子,并对公因子命名。在此基础上,计算了因子得分及综合得分,并对其进行了排序。研究结果表明:灾害数据变量之间有较强的相关性,滑坡发生主要受到滑体标高因子、滑体外形因子、地表因子、环境因子和滑体性质5个公共因子的影响。滑体标高、环境特征和滑体性质对滑坡的影响较大,滑体外形因素和地表因素对滑坡发生的影响相对较小。     

污水处理厂消毒技术对抗生素抗性菌的强化去除

基于消毒技术对污水处理厂出水中总异养菌(total heterotrophic bacteria,HPC)及5种抗生素抗性菌(antibiotic resistant bacteria,ARB):氨苄霉素抗性菌(AMP)、红霉素抗性菌(ERY)、四环素抗性菌(TET)、卡那霉素抗性菌(KAN)、环丙沙星抗性菌(CIP)的去除情况研究,分析消毒技术对ARB的强化去除效果.结果表明,实际污水处理厂的紫外消毒对ARB去除率仅为18.2%~40.9%,且AMP含量最高;另外,消毒技术对ERY有选择性去除效果,对其他4种ARB无明显选择性去除效果(P0.05);最后结合次氯酸钠、臭氧、紫外消毒处理对COD、NH_4~+-N的去除效果,确定强化去除ARB的消毒方式中臭氧,次氯酸钠和紫外的最佳浓度和剂量依次为5.0 mg·L~(-1)、25.0 mg·L~(-1)和45.0 m J·cm~(-2),ARB去除率依次为45.5%~74.5%、66.1%~85.5%、68.6%~85.5%,另外次氯酸钠耦合紫外消毒强化去除ARB的效果更佳.     

基于AnnAGNPS模型四岭水库小流域氮磷流失特征的模拟研究

采用流域尺度的农业非点源污染模型——AnnAGNPS模拟预测苕溪流域四岭水库小流域氮磷流失情况,分析氮磷流失空间分布特征.结果表明,单位面积总氮、总磷流失量在空间分布上有一定的相似性,均呈现出南部大于北部,西部高于东部的特点.以竹林地为主的林地是氮磷输出的最主要来源,其对氮、磷流失总量的贡献率在90%以上.设定不施肥处理(CK)、适地养分管理(SSNM)、当地高产竹农普遍采用的施肥方法(FFP)这3种施肥方式对林地主要植被类型竹林进行情景分析,模拟结果表明,与FFP相比,SSNM在一定程度上减少了氮磷输出,其中溶解性氮和颗粒态氮流失量分别削减8.17%、4.33%,溶性磷和颗粒态磷流失量依次减少9.08%、1.02%.     

镧改性沸石活性覆盖控制重污染河道底泥溶解性磷酸盐和铵释放研究

通过实验考察了镧改性沸石对水中磷酸盐和铵的吸附性能,并探讨了低溶解氧情况下镧改性沸石覆盖控制底泥溶解性磷酸盐和铵态氮释放的效率.镧改性沸石对水中磷酸盐和铵的吸附动力学过程满足准二级动力学模型.镧改性沸石对水中磷酸盐的吸附平衡数据可以采用Langmuir等温吸附方程加以描述,对水中铵的吸附平衡数据可以采用Langmuir、Freundlich和Dubinin-Radushkevich(D-R)等温吸附方程加以描述.当pH 7时,镧改性沸石吸附水中磷酸盐的机制包括配位体交换、路易斯酸碱反应和静电吸引,吸附水中铵的机制是阳离子交换.镧改性沸石覆盖不仅可以有效地控制溶解性磷酸盐从底泥向上覆水的释放,而且可以明显降低铵态氮从底泥向上覆水迁移的速率.镧改性沸石覆盖量越多,控制底泥铵态氮释放的效果越好.镧改性沸石覆盖层吸附从底泥中释放出来的溶解性磷酸盐后主要以较为稳定的形态存在,低溶解氧情况下不容易重新释放出来.上述结果表明,镧改性沸石适合作为一种覆盖材料用于控制低溶解氧情况下溶解性磷酸盐和铵态氮从底泥向上覆水的释放.