1999年与2014年贡嘎山峨眉冷杉枝和叶中常见重金属的生物富集特征对比

经济的快速发展使得生态环境的承载力日益接近上限,而关于偏远地区森林系统的重金属污染的时间变化趋势却鲜有报道.本文测定了贡嘎山1999年与2014年采集的峨嵋冷杉枝、叶中的Pb、Hg、Cr、As、Cd、Mn、Cu、Zn与Ba.结果表明：11999年枝、叶样品中Pb、Hg、As、Cd、Mn与Cu显著高于2014年的量,而2014年枝、叶样品中Cr、Zn和Ba高于1999年的量;2枝中Pb、Hg、Cr、As、Cd、Mn、Cu、Zn和Ba与生长龄无统一的变化趋势,而在叶中的含量随着生长龄的增加有增加的趋势;3Hg易在叶中富集,而其它元素更易在枝中富集;通过在主成分分析的基础上进行多元线性回归判断常见重金属元素的来源,枝、叶中的Pb、Cr、As、Cd、Cu、Zn和Ba有42.3%~92.2%的含量来自于土壤,而枝、叶中的Hg有70.6%的含量来自于大气.这说明Hg存在与其他重金属在森林系统不同的累积机制.     

On the effect of Fe(III) on proliferation of Microcystis aeruginosa at high nitrate and low chlorophyll condition

The impact of Fe concentrations on the growth of Microcystisaeruginosa in aquatic systems under high nitrate and low chlorophyll conditions was studied. The responses of cell density, total and cell chlorophyll-a intracellular Fe content and organic elemental composition of M. aeruginosa to different concentration gradients of Fe(III) in the solutions were analysed. The results showed that the proliferation speeds of M. aeruginosa were: (1) decelerated when the Fe(III) concentration was lower than 50 μg/L in the solutions, (2) promoted and positively related to the increase of Fe(III) concentration from 100 to 500 μg/L in the solutions over the experimental period, and (3) promoted in the early stage but decelerated in later stages by excess adsorption of Fe by cells when the Fe(III) concentration was higher than 500 μg/L in the solutions. The maximum cell density, total and cell chlorophyll-a were all observed at 500 μg Fe(III)/L concentration. The organic elemental composition of M. aeruginosa was also affected by the concentration of Fe(III) in the solutions, and the molecular formula of M. aeruginosa should be expressed as C_7–7.5H₁₄O_0.8–1.3N_3.5–5 according to the functions for different Fe(III) concentrations. Cell carbon and oxygen content appeared to increase slightly, while cell nitrogen content appeared to decrease as Fe(III) concentrations increased from 100 to 500 μg/L in the solutions. This was attributed to the competition of photosynthesis and nitrogen adsorption under varying cell Fe content.     

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.     

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.     

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.     

水解酸化工艺的研究现状与发展趋势

水解酸化工艺对各类有机物的去除率较高,可处理高浓度、难降解废水,运行费用低,在处理纺织印染、化工、造纸废水等领域发挥了重要作用。目前研究主要集中在处理复杂污染物、工艺参数优化、机理及动力学。其发展趋势大致有:与其他工艺结合,深入研究降解机理、探索微生物菌群等。     

悬浮膜(CFM)分离技术在油田废水处理中的应用

应用微电解等技术对油田废水进行预处理,然后用悬浮膜进行分离,使其中的油、微生物和固体物与水相分离,使其达到回注用水要求。重点对CFM分离设备的结构及原理加以介绍,以期推进过滤技术的进步,提高油田废水的处理水平。