土壤铜硒复合污染中金属形态转化及其对生物有效性的影响

采用土培盆栽试验和室内分析相结合的方法,研究了Cu、Se复合污染土壤中2种金属的形态转化及其对生物有效性的影响.结果表明,在未污染土壤中,Cu主要以残渣态存在,Se主要以有机结合态和残渣态存在.在外源Cu、Se污染土壤中,平衡后(14 d),外源Cu主要以铁锰氧化物结合态存在,Se主要以可交换态及碳酸盐结合态存在;小白菜收获后,土壤中的Cu向有机结合态转化,而Se向铁锰氧化物结合态转化.外源Cu与土壤结合程度(IR值)均随外源Cu和Se浓度升高而逐渐降低;而Se与土壤结合程度(IR值)与外源Cu浓度无关,随外源Se浓度升高而下降.S型曲线拟合方程表明,适量的Se(≤10mg.kg-1)可以促进小白菜对Cu的吸收,同样适量的Cu(≤400 mg.kg-1)能促进小白菜对Se的吸收.土壤的Cu、Se的IR值与小白菜体内Cu、Se含量呈显著负相关(P<0.05),小白菜种植前后土壤中可交换态和有机结合态铜和硒的变化量与小白菜地上、地下含量也呈显著相关(P<0.05).因此,土壤元素的IR值和作物种植前后该元素形态的变化量均可作为评价重金属生物有效性的指标.     

金铜矿下游农户家养番鸭体内重金属分布特征及其评价

为研究采矿活动及其污染事故对家禽养殖的影响,分别采集了金铜矿下游两岸不同村庄农户家养番鸭10只,分析了鸭肉、鸭肝和鸭血样品中Cu、Hg和As的含量,并对番鸭体内重金属的健康安全进行了评价.结果表明,在相同组织中,Cu含量较Hg和As高.在不同组织中,鸭肝样品中Cu含量最高,平均值为17.20 mg.kg-1,而Hg和As在3个组织间含量无明显差异.金铜矿下游两岸不同村庄农户番鸭样品体内3个组织中Cu、Hg和As的含量均未显示出明显的空间分布规律,表明污染事故及正常的采矿活动未对下游两岸村庄农户家养番鸭样品构成明显影响.所研究番鸭体内3个组织中的Cu、Hg和As的含量都处于正常值范围,且番鸭健康状况未表现出异常.但参照国家食品卫生标准评价结果显示,鸭肝样品中Cu超标率达到100%,最高超标1.74倍,部分鸭肉、鸭血与鸭肝样品中Hg含量也达到较高水平.     

北京不同污染事件期间气溶胶光学特性

利用2005~2011年的AERONET观测数据,对北京不同污染事件期间(秸秆焚烧、烟花燃放以及沙尘天气)气溶胶光学特性进行了分析.气溶胶光学厚度受污染有显著上升,沙尘、秸秆、烟花气溶胶的AOD440 nm分别是干净背景的4.91、4.07、2.65倍.AOD与ngstrm波长指数的匹配能够较好地识别污染类型,沙尘对应高AOD和低α,烟花气溶胶α(1.09)稍低于秸秆(1.21)以及背景(1.27),表明烟花气溶胶的粗粒子更占优,秸秆对应更高的AOD则与其中黑碳颗粒较强的消光能力有关.单次散射反照率对波长敏感性不高,沙尘气溶胶的ω值(0.934)高于背景值(0.878)、秸秆气溶胶(0.921)以及烟花气溶胶(0.905),秸秆气溶胶受烟羽老化、吸湿性增长等影响表现出偏大现象.气溶胶粒子谱分布在背景与污染期间均为双峰模态,细模态和粗模态的峰值浓度半径分别为0.1~0.2μm以及2.24~3.85μm,粗细粒子浓度比值由小到大依次为背景(1.04)、秸秆焚烧(1.10)、烟花燃放(1.91)以及沙尘气溶胶(4.96).     

用氯和氢氧同位素揭示洋戴河平原地下水的形成演化规律

通过分析地表水和地下水中氯离子浓度和δD、δ¹⁸O值的空间分布特征,揭示了秦皇岛洋戴河平原地下水的形成演化规律.结果发现,洋戴河平原地表河水来源于中上游水库水和大气降水的混合,且河水沿程受到δD、δ¹⁸O值、氯离子浓度更低的支流或灌渠水补给,从而使δD、δ¹⁸O值、氯离子浓度呈现沿程逐渐降低的现象.山前丘陵区地下水主要接受大气降水的直接补给,洪积扇及山麓地带地下水受到了一定的蒸发作用影响,除了接受丘陵区地下水的侧向补给外,洋河附近地下水还受到洋河水库水的混合.研究区西部咸水带的地下水由上游地下水和大泥河地热咸水混合而成,地热咸水的混合比率约为13%,而东部咸水带的地下水由上游地下水、本地污水和地热咸水混合而成,地热咸水的混合比率不超过9%.在海水入侵区,地下水主要由本区地下淡水和海水(海水混合比率不超过10%)混合而成,并且受到了不同程度的地表水或农田灌溉水的补给,其中,浦河一带是地表水或灌溉水补给较为明显的地段.     

流化床O2/CO2气氛下添加SiO2对燃煤PM2.5的控制

采用小型流化床研究了在O2/CO2气氛下添加SiO2对PM2.5(空气动力学直径小于2.5 μm的颗粒物)的控制,试验在1123 K、O2/CO2气氛下进行,并采用荷电低压撞击器(ELPI)采集和分析燃烧后的PM2.5.结果表明,添加SiO2是燃烧过程中影响PM2.5生成的重要因素.添加SiO2后,生成PM1的质量浓度均降低,而PM1-2.5的质量浓度均略有增加;PM2.5质量粒径分布均呈双峰分布,峰值分别出现在0.2 μm和2.0μm左右.随着SiO2添加量的增加,PM2.5中的S、K、Na、Cu和Pb元素的含量呈减少的趋势;随着颗粒粒径减小,S、K、Na、Cu和Pb元素的含量有增高的趋势.     

高氨氮废水与城市生活污水短程硝化系统菌群比较

短程硝化是污水脱氮工艺中的重要环节,系统中的菌群结构决定了其处理效果.为探讨短程硝化系统中的微生物对不同污水的适应性,利用细菌16S rDNA克隆文库、磷脂脂肪酸(PLFA)和定量PCR分析方法对高氨氮废水和城市生活污水短程硝化系统中活性污泥的细菌群落结构、总体微生物的多样性以及功能微生物进行了比较.克隆文库结果表明两个系统中细菌群落结构明显不同,城市生活污水中细菌种类更丰富,但两个系统的优势菌群都属于变形菌门(Proteobacteria)和拟杆菌门(Bacteroidete).磷脂脂肪酸分析结果显示高氨氮废水短程硝化系统中微生物多样性指数和均匀度指数明显低于城市生活污水.定量PCR结果表明,高氨氮废水短程硝化系统中氨氧化菌(AOB)与亚硝酸盐氧化菌(NOB)的数量都多于城市生活污水短程硝化系统;高氨氮废水短程硝化系统中AOB比NOB高3个数量级,而城市生活污水短程硝化系统中AOB比NOB高2个数量级.     

Factors influencing the contents of metals and As in soils around the watershed of Guanting Reservoir, China

Topsoil samples from 61 sites around the Guanting Reservoir,China,were measured for Cu,Zn,Cr,Ni,Cd,Pb and As concentrations.The mean concentrations of Cu,Zn,Cr,Ni,Cd,Pb and As were 16.8,59.4,37.8,18.3,0.32,20.1 and 8.67 mg/kg dry weight,respectively.Factors that influence the dynamics of these metals in soils around the watersheds of Beijing reservoirs were examined.The influence of atmospheric deposition,land use,soil texture,soil type and soil chemical parameters on metal contents in soils was investigated.Atmospheric deposition,land use and soil texture were the important factors affecting heavy metal residues.Soil type and soil chemical parameters were also involved in heavy metal retention in soils.The data provided in this study are considered crucial for reservoir remediation,especially since the Guanting Reservoir will serve as one of the main drinking water sources for Beijing in the foreseeable future.     

明胶厂剩余高钙污泥作为燃煤固硫剂的应用研究

明胶生产产业在废水处理工艺中产生大量剩余高钙污泥,采用该剩余污泥作为燃煤固硫剂,在高温管式电阻炉内进行燃烧实验,通过测定燃烧前和燃烧后样品中的硫含量确定该剩余污泥的固硫效果。通过单因素研究煤粉粒径、剩余污泥粒径和剩余污泥/煤样%等影响因素对固硫率的影响。在单因素试验的基础上通过正交设计法优选达到较高固硫率的实验条件。实验结果表明:影响固硫率的因素从大到小依次为燃烧温度>剩余污泥/煤样%>煤粉粒径>剩余污泥粒径。以剩余污泥作为固硫剂,固硫率最高的实验条件为:燃烧温度800℃,剩余污泥/煤样为3%,煤粉粒径60⁹0目,剩余污泥粒径9090目,剩余污泥粒径90¹20目。并且,当温度达到1150℃,煤粉粒径90120目。并且,当温度达到1150℃,煤粉粒径90¹20目,剩余污泥粒径为60120目,剩余污泥粒径为60⁹0目,污泥/煤样(质量比)为3%时,固硫率可达62.78%,说明在高温下该剩余污泥保持较高的固硫率。将明胶厂剩余污泥作为固硫剂是较为合适的再利用方法,可有效缓解当前该污泥大量堆积污染环境的状况。     

Iron and lead ion adsorption by microbial flocculants in synthetic wastewater and their related carbonate formation

Although microbial treatments of heavy metal ions in wastewater have been studied, the removal of these metals through incorporation into carbonate minerals has rarely been reported. To investigate the removal of Fe^3＋ and Pb^2＋, two representative metals in wastewater, through the precipitation of carbonate minerals by a microbial flocculant （MBF） produced by Bacillus mucilaginosus. MBF was added to synthetic wastewater containing different Fe^3＋ and Pb^2＋ concentrations, and the extent of flocculation was analyzed. CO2 was bubbled into the mixture of MBF and Fe^3＋/Pb^2＋ to initiate the reaction. The solid substrates were analyzed via X-ray diffraction, transmission electron microscopy and energy dispersive spectroscopy. The results showed that the removal efficiency decreased and the MBF adsorption capacity for metals increased with increasing heavy metal concentration. In the system containing MBF, metals （Fe^3＋ and Pb^2＋）, and CO2, the concentrated metals adsorbed onto the MBF combined with the dissolved CO2, resulting in oversaturation of metal carbonate minerals to form iron carbonate and lead carbonates. These results may be used in designing a method in which microbes can be utilized to combine CO2 with wastewater heavy metals to form carbonates, with the aim of mitigating environmental problems.     

Waste oyster shell as a kind of active filler to treat the combined wastewater at an estuary

Estuaries have been described as one of the most difficult environments on Earth. It is difficult to know how to treat the combined wastewater in tidal rivers at the estuary, where the situation is very different from ordinary fresh water rivers. Waste oyster shell was used as the active filler in this study in a bio-contact oxidation tank to treat the combined wastewater at the Fengtang Tidal River. With a middle-experimental scale of 360 ma/day, the average removal efficiency of COD, BOD, NH3-N, TP and TSS was 80.05%, 85.02%, 86.59%, 50.58% and 85.32%, respectively, in this bio-contact oxidation process. The living microbes in the biofilms on the waste oyster shell in this bio-contact oxidation tank, which were mainly composed of zoogloea, protozoa and micro-metazoa species, revealed that waste oyster shell as the filler was suitable material for combined wastewater degradation. This treatment method using waste oyster shell as active filler was then applied in a mangrove demonstration area for water quality improvement near the experiment area, with a treatment volume of 5 × 10^3 m^3/day. Another project was also successfully applied in a constructed wetland, with a wastewater treatment volume of 1 ×10^3 m^3/day. This technology is therefore feasible and can easily be applied on a larger scale,