人口增长胁迫下的全球土地利用变化研究

人口和耕地、草地、森林４个因子构成一个理论上以人为中心的全球人地关系系统,在这个系统中,人口总量的变动势必引起耕地、草地和森林面积的数量增减和相互转化。该文构建了一个简单的人-地关系平衡模型,对１９７０～１９９５年和未来５０年全球人口增长胁迫下土地利用变化进行了分析。结果表明：①全球２５年来,在人口增长了５４６％的情况下,耕地面积和草地面积并没有大幅度增减。维持相对稳定的机制是以扩大灌溉面积和大量投入化肥为标志的农业技术进步使土地生产率提高了６３９％,从而抵消了人口增长胁迫耕地面积增加、草地和森林面积相应减少的压力。②未来５０年当中,人口将增加７４％,达到１００×１０^８,人均耕地、草场和森林面积将分别减少到低于０１３ｈｍ^２、０３４ｈｍ^２和０３７ｈｍ^２,在此情况下,由于将耕地面积扩大７４％不大可能,现有全球土地利用（覆盖）格局能否保持稳定的关键是依靠农业技术进步使耕地生产率提高７４％以上。③由于在原有维持土地覆盖变化相对稳定的机制中,扩大灌溉面积和大量投入化肥在未来难以继续发挥作用以提高土地生产率,假定现有耕地面积保持不变,现有耕地生产率水平不变,到２０５０年,耕地仍能养活比届时地球上预测生存人口还     

应急情况下多种有毒有害气体的快速检测

应急情况下,按照现行监测规范和大连石化公司目前配备的仪器设备条件,检测液化气、汽油、苯、丁酮、甲苯、乙苯、对二甲苯、间二甲苯、邻二甲苯和苯乙烯等有毒有害气体,至少需要60min;而根据文章的快速检测法,检测上述10种有毒有害气体,只需要5min,效率提高了10倍以上,完全满足应急情况下快速定性定量检测上述10种有毒有害气体的需要。     

黑色岩系中贵金属富集层的成因:来自固定铵的佐证

对湘黔地区（遵义、大庸）下寒武统牛蹄塘组黑色岩系的部分样品进行了Au、Ag、PGE、固定铵的分析，综合前人的资料进行了数据的对比和讨论，首次应用其中的固定铵来讨论了贵金属富集层的成因。     

反渗透膜面细菌胞外多聚物提取方法研究

城市污水脱盐系统的反渗透(RO)膜面生物污堵问题严重影响了该技术的稳定运行,解析生物污堵机理的关键因素是微生物胞外多聚物(EPS)特征分析,然而目前细菌EPS提取方法多样,无统一标准,制约了EPS分析的可靠性和可对比性.基于此,本文以再生水厂RO膜面污堵物中分离的细菌为对象,采用水浴、超声、离子树脂、碱液4种方法提取EPS,以DOC和DNA含量表征提取的EPS总量和提取过程细胞破裂程度.结果表明,45℃水浴法不造成细胞破裂,提取总量多,是一种有效的提取方法.进一步对比不同提取时间条件下EPS溶液中多糖和蛋白含量变化,以及分子量、荧光特征等,综合认为提取1 h时,提取的EPS中多糖与蛋白相对含量稳定,不同分子量化合物均溶于水中,能客观地反映EPS特征.研究表明,45℃水浴1 h可以作为细菌EPS提取的适用方法应用.     

深冲钢板塑性变形形为研究

单相塑性材料的强度和塑性基本上是分别研究讨论的。此文以低碳深冲钢板为例,从能量观点出发,讨论了强度和塑性的内在制约关系,唯象地提出了单相塑性材料塑性破坏的判据,并解释了几个实验现象。此文的研究有助于加深对深冲钢塑性变形形为的理解。     

毒理基因组学研究进展

毒理基因组学是利用最新的基因组学技术来进行毒理学研究的新兴学科。它能够快速全面地检测出化合物和生物体相互作用后的全基因组表达的变化,再通过生物信息学的方法对化合物的毒性进行定性分析。它可以为传统毒理学检测筛选更多的生物学标志物,解释有毒物质的致毒机理,降低风险评价的不确定性。但是,毒理基因组学还存在许多问题：如实验设计不统一,分析理论不完善,检测费用太昂贵等。其中最主要的理论问题在于,虽然人们早已认识到毒理基因组学最大的优势是可对毒性进行较全面的分类和预测,但是已有的研究仍然集中在生物标志物的筛选和致毒机理的解释上,而没有充分利用全基因组变化的信息,因为理论上除了实验误差引入的基因表达变化以外的变化都是化合物和生物体相互作用的结果。要解决这些问题,新发现的microRNA毒理基因组和动态基因表达图谱的研究可能是一个潜在方向。总体来说,目前毒理基因组学只能作为风险评价的参考,但是它最终将为风险评价提供有力的理论依据和准确预测,提高风险评价的可靠性。     

Occurrence and migration of microplastics and plasticizers in different wastewater and sludge treatment units in municipal wastewater treatment plant

● Reduce the quantifying MPs time by using Nile red staining. ● The removal rate of MPs and PAEs in wastewater and sludge were investigated. ● MPs and PAEs were firstly analyzed during thermal hydrolysis treatment. ● The removal of PAEs from wastewater and sludge was mainly biodegradation. Microplastics (MPs) and plasticizers, such as phthalate esters (PAEs), were frequently detected in municipal wastewater treatment plants (MWTP). Previous research mainly studied the removal of MPs and PAEs in wastewater. However, the occurrence of MPs and PAEs in the sludge was generally ignored. To comprehensively investigate the occurrence and the migration behaviors of MPs and PAEs in MWTP, a series of representative parameters including the number, size, color, shape of MPs, and the concentrations of PAEs in wastewater and sludge were systematically investigated. In this study, the concentrations of MPs in the influent and effluent were 15.46±0.37 and 0.30±0.14 particles/L. The MP removal efficiency of 98.1% was achieved and about 73.8% of MPs were accumulated in the sludge in the MWTP. The numbers of MPs in the sludge before and after digestion were 4.40±0.14 and 0.31±0.01 particles/g (dry sludge), respectively. Fourier Transform Infrared Spectroscopy (ATR FT-IR) analysis showed that the main types of MPs were polyethylene terephthalate (PET), polypropylene (PP), polyethylene (PE), and polystyrene (PS). Six PAEs, including phthalate (DMP), diethyl phthalate (DEP), diisobutyl phthalate (DIBP), ortho dibutyl phthalate (DBP), butyl benzyl phthalate (BBP), and bis(2-ethyl) hexyl phthalate (DEHP), were detected in the MWTP. The concentrations of total PAEs (ΣPAEs) in the influent and effluent were 76.66 and 6.28 µg/L, respectively. The concentrations of ΣPAEs in the sludge before and after digestion were 152.64 and 31.70 µg/g, respectively. In the process of thermal hydrolysis, the number and size of MPs decreased accompanied by the increase of the plasticizer concentration.     

The size distribution of airborne bacteria and human pathogenic bacteria in a commercial composting plant

•Bacterial concentrations from eight stages were 10⁴–10⁵copies/m³. •Diameter influenced clustering of bacterial and HPB lineages. •Dg of 8 HPB ranged from 2.42 to 5.09 μm in composting areas. •Dg of 8 HPB ranged from 3.70 to 8.96 μm in packaging areas. •HPB had high concentrations and small sizes in composting areas. Composting plants are regarded as one of the important sources of environmental bioaerosols. However, limitations in the size distribution of airborne bacteria have prevented our comprehensive understanding of their risk to human health and their dispersal behavior. In this study, different sizes of airborne bacteria were collected using an eight-stage impactor from a full-scale composting facility. Size-related abundance and communities of airborne bacteria as well as human pathogenic bacteria (HPB) were investigated using 16S rRNA gene sequencing coupled with droplet digital PCR. Our results indicate that the bacterial concentrations from the eight stages were approximately 10⁴–10⁵copies/m³. Although no statistical correlation was detected between the particle size and the Shannon index, the influence of size on bacterial lineages was observed in both composting and packaging areas. For airborne bacteria from different stages, the dominant phyla were Firmicutes, Proteobacteria, and Actinobacteria, and the dominant genera was Bacillus. Seven out of eight HPB with a small geometric mean aerodynamic diameter had a high concentration in composting areas. Based on diameters of 2.42 to 5.09 μm, most HPB in the composting areas were expected to be deposited on the bronchus and secondary bronchus. However, in the packaging areas, the deposition of HPB (diameters 3.70 to 8.96 μm) occurred in the upper part of the respiratory tract. Our results on the size distribution, abundance, and diversity of these bacteria offer important information for the systematic evaluation of bacterial pathogenicity and the potential health impacts on workers in composting plants and the surrounding residents.     

Enhancing the adsorption function of biochar by mechanochemical graphitization for organic pollutant removal

• Mechanochemical treatment reduced the calcination temperature for biochar synthesis. • Biochar is converted to graphite after mechanochemical treatment. • Biochar was reduced to nanoscale after mechanochemical treatment. Biochar (BC) has been extensively studied as adsorbent for the treatment of water pollution. Despite the distinct advantages, the high calcination temperature and low adsorption capacity of pristine BC limit its practical applications. Most of the former studies focused on the structure and/or surface modification to improve the adsorption capacity of BC. However, the harsh experiment conditions involved in the biochar modification limited the application in industrial level. Herein, we introduced mechanical treatment into BC preparation to reduce the calcination temperature and improve the adsorption capacity simultaneously. The results indicated that the calcination temperature was reduced and the adsorption capacity of the treated BC was improved after mechanochemical treatment. Characterization of the samples disclosed that BCs were graphitized with the particle size reduced to nanoscale after treatment. Adsorption tests indicated that the mechanochemically treated BCs showed much better removal performance of organic contaminants than that of pristine BCs. For instance, among four pristine BCs (BC600, BC700, BC800, and BC900), only BC900 has strong adsorption capacity for MB, while BC600 has low adsorption capacity (1.2 mg/g). By comparison, the adsorption capacity of MB increased greatly to 173.96 mg/g by BC600-500/1 (treated at 500 r/min for 1 hour). To optimize the mechanochemical treatment, the effects of rotation speed and agitation duration were also investigated.     

专家系统在废水生物处理操作和控制中的应用

本文介绍了国外近二十年来专家系统在废水生物处理工艺控制领域的应用及开发的典型系统,分析了废水生物处理工艺难于控制的原因、各类系统的结构和特点及目前废水处理专家系统的不足,探讨了废水生物处理专家系统今后应深入研究的问题及方向