渭南市区冬春季PM2.5和PM10时间分布特征及与气象因素的关系

为研究渭南市区2014?—?2016年的冬春季雾霾天气的特点,选取覆盖渭南市区的4个监测站点,分析渭南市区PM_(10)和PM_(2.5)污染时间分布特征;同时选取日平均气温、相对湿度、风等气象因素,用线性回归分析法分析各个气象因素同大气中PM_(10)和PM_(2.5)的相互关系。研究发现:三年来冬季PM_(10)和PM_(2.5)的日变化的峰值主要出现在12月—?次年1月;春季PM_(10)和PM_(2.5)的逐日变化的峰值主要出现在3月;日内的周期变化趋势呈多次波动。渭南市区冬春PM_(10)和PM_(2.5)的质量浓度与风速、气温呈负相关,与相对湿度呈正相关,为雾霾的形成创造了条件,在冬季温度较高的情况下以及相对湿度较大的情况下应加强防范。在冬季12月—?次年1月和春季3月应注意雾霾的防范和治理,燃煤企业要安装脱硫脱硝装置,居民日常生活中尽量减少生物燃料的燃烧,同时政府应根据污染物排放量征税,用制度保护环境。     

秦巴集中连片特困区多维贫困度量及其空间格局

连片特困区贫困是特殊的区域性贫困,实现持久脱贫,关键在于识别和评估区域的贫困程度以及深究其致贫原因。基于此,通过构建经济维度硬现状、社会维度软现状及自然维度潜在状态3维的多维贫困度量指标体系,应用均方差权重法测算了2006、2010及2014年秦巴集中连片特困区及各子区域的多维贫困度,并分析了多维贫困及其各维度的时空演变规律。结果表明：（1）秦巴集中连片特困区多维贫困度得分偏高,表明该区域贫困程度较深,且多维贫困在不同贫困维度上呈现显著差异。（2）2006—2014年秦巴集中连片特困区多维贫困度都呈减弱趋势,且表现出以甘肃省徽县至湖北省房县为轴带的中部地区集聚的空间演变趋势。（3）在整体多维贫困显著改善的同时,不同连片扶贫区及不同的贫困维度在减贫路径上也体现出不同的演化特征。所得结论为该区域内县域尺度贫困类型特征识别以及扶贫工作前期评估以及后期验收成效等提供一定技术支持,也为后期实施因地制宜的脱贫措施提供科学的辅助决策支撑。     

连云港海州湾海域表层水体和沉积物中微塑料的分布特征

近年来,微塑料成为国内外广泛关注的新型海洋污染物,海湾作为人类在海岸环境中的主要活动地区,一直是海洋污染物聚集地,但我国对近岸大部分中小型海湾环境中微塑料的分布状况仍鲜见报道.为了解我国近岸中小型海湾的微塑料污染特征,本研究以江苏省海州湾海域表层海水和沉积物中采集的微塑料为样本,通过定性和定量方法研究了表层水和沉积物中微塑料主要类型和丰度及空间分布特征.结果表明,海州湾表层水体和沉积物中的微塑料丰度分别为(2.60±1.40)个·m~(-3)和(0.33±0.26)个·g~(-1),在国内近岸环境(表层水0.33～545.00个·m~(-3),沉积物0.07～2.58个·g~(-1))中,海州湾表层水中的微塑料丰度处于较低水平,但沉积物中的微塑料处于较高水平.塑料污染物的粒径大小在水体中分布范围为0.08～13.48 mm,其中,微塑料(粒径5 mm)占91.8%,塑料污染物在沉积物中粒径的分布范围为0.04～14.74 mm,微塑料占91.4%,水体和沉积物中60%以上的微塑料粒径小于2.00 mm.海州湾海域微塑料的形态以纤维状为主,占92%;颜色以蓝色和黑色为主,占70%;材质以人造纤维和PET为主,占79.4%.表层水中微塑料的分布与悬浮物浓度分布具有显著的相关性(P0.05),沉积物中微塑料的分布受多方面因素影响,其分布规律与表层水中微塑料的分布以及沉积物中粒径的分布都具有较大差异性.通过对微塑料的形态特征以及成分组成的分析表明,海州湾的微塑料主要来源于海水养殖和沿岸陆源输入.     

基于机器学习和卫星遥感的PM2.5/10 空间连续分布反演方法研究

在过去的几十年里,快速的经济发展以及工业化、城镇化进程加速使得中国的资源环境承担的压力不断加大。作为影响空气质量的首要污染物,PM_2.5和PM₁₀（记为PM_2.5/10）直接影响着广大人民群众的身体健康。因此,针对PM_2.5/10浓度进行遥感反演研究,对环境监测和控制改善全国空气环境质量具有重要的意义。近些年来,随着对近地面PM_2.5/10浓度研究的不断深入,基于遥感影像数据进行PM_2.5/10浓度的反演方法也日益增多。本文利用Google Earth engine（GEE）平台获取了海量的Landsat 8 OLI遥感影像数据,并结合气象信息、空间特征等参数,采用机器学习中常用的多层映射反向传播神经网络构建了波段反射率与PM_2.5/10浓度之间的反演模型,以获得PM_2.5/10在研究区域的连续分布。为了提高基础PM_2.5/10反演模型的反演精度,还从影响因素和前溯时间两个维度出发,探寻了模型的最优化输入参数组合,并最终实现了对PM_2.5/10浓度的精准反演。以北京市地区为例,模型的PM_2.5和PM₁₀的反演精度R²分别达到0.814和0.796,均方根误差RMSE分别为19.21 μg?m^?3和28.31 μg?m^?3。鉴于该反演结果具有较高的准确性和可靠性,本文所建立的方法模型为研究PM_2.5/10在空间上的连续分布特征提供了新的思路和方法,具有较为重要的科研意义与广泛的应用价值。     

基于精细化观测的沙尘通量分布特征

研究沙尘随高度的变化特征对揭示沙尘物质在近地层分布特征具有重要意义。为揭示0—80 m沙尘通量的垂直分布规律,在野外实测的基础上,选取2008年7月20日、8月7日、8月19日、8月29日4次沙尘天气,对贴地层（0—0.05 m）、中间层（0.05—2 m）、近地层（2—80 m）的沙尘通量进行对比分析。结果表明：贴地层（0—0.05 m）,沙尘通量随着高度的增高呈增加趋势,最大值为1604.29 g?mm^?2。中间层（0.05—2 m）,沙尘通量随高度分布的关系为幂函数关系,且随着高度的升高沙尘通量减小,决定系数R²值均在0.9以上。近地层（2—80 m）,沙尘通量随高度增加呈分段函数分布,32 m、48 m处为沙尘通量的拐点高度。由此看出,研究沙尘通量对阐明沙尘输送机制非常重要,不仅可加强对沙尘输送的定量研究,还可为沙尘输送的数值模拟提供重要参数。     

雨水管道沉积物沉淀特性及主要污染物含量分布

为研究雨水管道沉积物的沉淀特性和污染物含量特征,在武汉市对建筑(包括住宅小区)、道路和绿地3种用地类型的雨水管道沉积物进行采样和分析.沉速测试结果表明,高沉速颗粒在沉积物中所占比例较大,建筑和道路中沉积物的沉速分布相对稳定,建筑、道路和绿地中沉速大于3.00 cm·s-1的颗粒占比依次递减.粒径分析结果显示,沉积物粒径分布范围较广,大多集中在13~628μm范围内,且同种用地类型沉积物粒径分布差别很大.按沉降速度将每份沉积物样品分为7组,分析化学需氧量(COD)、总氮(TN)和总磷(TP)含量与沉降速度之间的联系.结果表明,沉速大于3.00 cm·s-1和小于0.025cm·s-1的沉积物中污染物含量较低,但高沉速沉积物中污染物总量较多.对沉积物样品整体而言,各用地类型COD含量从高到低依次为:绿地道路建筑;道路雨水管道沉积物中氮含量较低,其余两种用地中含量接近;建筑区雨水管道沉积物中磷含量较高,其余两种用地中含量接近;COD∶TN在(51~89)∶1之间,COD∶TP的值在(102~186)∶1之间.     

Purification and molecular weight distribution of a key exopolysaccharide component of Bacillus megaterium TF10

Extracellular polymeric substances (EPS) are organic metabolic compounds excreted by microorganisms. They largely impact microbial aggregate structures and functions. Extracellular polysaccharides (EP) in EPS are responsible for the formation of microbial aggregates. In this work, we successfully separated and characterized EP from EPS of the bacterium Bacillus megaterium TF10. Extraction of EP from EPS was optimized using Sevag''s reagent. Chemical characteristics, functional groups, and molecular weight (MW) distribu-tion of EP were compared with the harvested EPS and soluble microbial products (SMP). We found that the polymers of lower MW and free proteins were successfully removed by Sevag''s reagent. The higher MW components of EPS were predominantly polysaccharides, while the polymers of lower MW tended to secrete to the supernatant and were described as SMP. A part of the proteins in the EP was polysaccharide-bonded. Our results can be further used in elucidating the complex flocculation mechanisms in which EP play a major role.     

Application of nanoparticle tracking analysis for characterising the fate of engineered nanoparticles in sediment-water systems

Novel applications of nanotechnology may lead to the release of engineered nanoparticles (ENPs), which result in concerns over their potential environmental hazardous impact. It is essential for the research workers to be able to quantitatively characterise ENPs in the environment and subsequently to assist the risk assessment of the ENPs. This study hence explored the application of nanoparticle tracking system (NTA) to quantitatively describe the behaviour of the ENPs in natural sediment-water systems. The NTA allows the measurement of both particle number concentration (PNC) and particle size distribution (PSD) of the ENPs. The developed NTA method was applied to a range of gold and magnetite ENPs with a selection of surface properties. The results showed that the positively-charged ENPs interacted more strongly with the sediment than neutral and negatively-charged ENPs. It was also found that the citrate coated Au ENPs had a higher distribution percentage (53%) than 11-mercaptoundecanoic acid coated Au ENPs (20%) and citrate coated magnetite ENPs (21%). The principles of the electrostatic interactions between hard (and soft) acids and bases (HSAB) are used to explain such behaviours; the hard base coating (i.e. citrate ions) will interact more strongly with hard acid (i.e. magnetite) than soft acid (i.e. gold). The results indicate that NTA is a complementary method to existing approaches to characterise the fate and behaviour of ENPs in natural sediment.     

Characteristics of molecular weight distribution of dissolved organic matter in bromide-containing water and disinfection by-product formation properties during treatment processes

The characteristics of dissolved organic matter (DOM) and bromide ion concentration have a significant influence on the formation of disinfection by-products (DBPs). In order to identify the main DBP precursors, DOM was divided into five fractions based on molecular weight (MW), trihalomethane formation potential and haloacetic acid formation potential were determined for fractions, and the change in contents of different fractions and total DBPs during treatment processes (pre-chlorination, coagulation, sand filtration, disinfection) were studied. Moreover, the relationship between bromide concentration and DBP generation characteristics in processes was also analyzed. The results showed that the main DBP precursors were the fraction with MW < 1 kDa and fraction with MW 3−10 kDa, and the DBP''s generation ability of lower molecular weight DOM (< 10 kDa) was higher than that of higher molecular weight DOM. During different processes, pre-chlorination and disinfection had limited effect on removing organics but could alter the MW distribution, and coagulation and filtration could effectively remove organics with higher MW. For DBPs, trihalomethanes (THMs) were mainly generated in pre-chlorination and disinfection, while haloacetic acids (HAAs) were mostly generated during pre-chlorination; coagulation and sand filtration had little effect on THMs but resulted in a slight removal of HAAs. In addition, the results of ANOVA tests suggested that molecular sizes and treatment processes have significant influence on DBP formation. With increasing bromide concentration, the brominated DBPs significantly increased, but the bromine incorporation factor in the processes was basically consistent at each concentration.     

宜昌市天福庙水库沉积物磷形态分布特征及其释放通量估算

为揭示天福庙水库沉积物中磷的形态及空间分布特征,探讨沉积物-水界面磷的释放通量及其主要影响因素,在天福庙水库库区内设立了6个采样点,采用SMT（磷形态标准测试程序）法测量其沉积物中磷的形态组成,对沉积物磷空间分布、间隙水及上覆水PO₄3-质量浓度变化特征进行了分析,估算了磷释放通量.结果表明:①库区沉积物中TP主要由Ca-P（钙磷）构成,TP在水库库尾和支流入库处具有较高的质量分数,分别为4 904.6、5 015.2 mg/kg.TP、IP（无机磷）、Ca-P时空动态具有一致性,磷矿石灰污染是重要原因.②孔隙水中PO₄3-质量浓度在沉积物表层1~3 cm内存在很高的峰值,达11.3 mg/L,各采样点均高于上覆水中PO₄3-质量浓度,存在向上覆水释放PO₄3-的风险,孔隙水中PO₄3-质量浓度与TP质量分数及磷形态相关.③采用孔隙水扩散模型法估算PO₄3-在沉积物-上覆水界面上的释放通量,库区沉积物磷释放通量范围为0.13~3.08 mg/（m2·d）,平均值为1.03 mg/（m2·d）,处于较高水平.研究显示,磷矿开采是干流沉积物磷来源和形态组成的重要原因,库区磷释放通量与水流扰动密切相关,坝前、支流交汇处、库尾是库区内源磷污染的主要区域.