岩溶与非岩溶区水稻土团聚体细菌群落结构和功能类群比较

研究岩溶与非岩溶区土壤团聚体中微生物群落结构和功能类群异同,可以为揭示岩溶区土壤有机微生物与团粒结构稳定之间的互作机制提供理论依据.以岩溶与非岩溶稻田的耕层土壤为研究对象,采用湿筛法将团聚体分为大团聚体(0.25～2 mm)、微团聚体(0.053～0.25 mm)和粉、黏粒组分(<0.053 mm),通过高通量测序对土壤团聚体微生物群落结构进行分析,并采用共现网络分析细菌关键类群以及利用FAPROTAX进行功能预测.结果表明,(1)岩溶区大团聚体质量占比为30.94%,团聚体平均质量直径和几何平均直径分别为0.41 mm和0.15 mm,这3个项目均显著高于非岩溶区,表明岩溶区的环境有利于团聚体的形成;(2)岩溶区3个粒径团聚体的酸杆菌门、变形菌门、酸杆菌(Gp3、 Gp4和Gp6)和鞘氨醇单胞菌属等相对丰度均高于非岩溶区.岩溶区微团聚体中的绿弯菌门的相对丰度(6.13%)显著高于粉、黏粒组分(2.79%);(3)共现网络分析表明,变形菌门和酸杆菌门为3个粒径团聚体中的关键类群.岩溶区微团聚体中细菌正相关边(65.5%)最高,相互关系多为协同关系;(4)岩溶区土壤3个粒径团聚体中...     

Behavior of aqueous stable colloidal nano-C60 aggregates exposed to TX100 micelles under different environmental conditions

C₆₀, as one of carbon nanomaterials widely used in various fields, could be released into the water environment thus exerting some potential health risks to human beings. This work examined the behavior of aqueous stable colloidal nano-C₆₀ (nC₆₀) aggregates under different environmental conditions including Polyethylene glycol octylphenol ether (TX100) micelles concentration, pH, and reaction time when exposed to TX100 micelles. Results show that the nC₆₀ aggregates became more dispersive and restored the capability of generating the singlet oxygen when exposed to TX100 micelles. With the increase of TX100 concentration, smaller average size of nC₆₀ aggregates was observed in dynamic light scattering (DLS) analysis, the fluorescence intensity of TX100 was more quenched by nC₆₀ aggregates, and the kinetic rate constant of generating the singlet oxygen for nC₆₀ aggregates was improved. The mean size of nC₆₀ aggregates in the presence of TX100 had no obvious variations when the pH ranged from 4 to 8. The longer reaction time between nC₆₀ aggregates and TX100 led to a higher kinetic rate constant of generating the singlet oxygen. Collective data suggest that variations in physicochemical properties of nC₆₀ aggregates are strongly dependent on the surrounding media under different environmental conditions and directly govern nC₆₀’s transport behavior and potential toxicity.     

Effect of cement content and recycled rubber particle size on the performance of rubber-modified concrete

According to the Rubber Manufacturer’s Association, the United States generated 3664 thousand metric tons of scrap tires in 2015. While most waste tires are repurposed, approximately 409.5 thousand metric tons were disposed in landfills. This study investigates an alternative use of the waste tires as a replacement of natural aggregates in concrete mixtures. This study investigated fresh concrete properties and compressive strength. Different coarse and fine aggregate rubber particle sizes were evaluated: 19-mm tire chips (TCs) and 30-mesh crumb rubber (CR). TCs were used to replace coarse aggregates, while CR was used to replace fine aggregate in the concrete mixtures in increments of 10% by volume. Concrete strength loss was reduced with a fine aggregate replacement with CR as opposed to greater losses of strength exhibited by a coarse aggregate replacement with TCs. Adequate strengths were achieved at replacement levels as high as 40% by volume with CR, whereas satisfactory strengths were achieved with only a 10% replacement of coarse aggregates with TCs. Acceptable strengths were obtained from mixtures utilizing a combination of the two rubber sizes. Cement content was observed to have greater influence on rubberized concrete compressive strength at lower rubber contents than higher levels.     

Comparison of batch leaching tests and influence of pH on the release of metals from construction and demolition wastes

Construction and demolition wastes are suitable for use in road construction. However, leaching characterization of recycled materials is required to determine their pollutant potential and the consequence of their application in different scenarios. The motivation of this paper is derived from the increasing use of different leaching test methods. In Europe, the confusion resulting from the wide variety of tests used to evaluate environmental properties of construction materials implies that an evaluation of the current practices and the attempt to consolidate the approaches are required.Two equilibrium-based leaching tests (the Dutch test and the European standard) were conducted to assess the environmental impact of four recycled aggregates. Three natural limestone aggregates were used as controls. Both tests measure the potential release of hazardous elements under extreme conditions using different leaching parameters (L/S ratio, pH value and contact time). The results proved that pH is the most relevant factor on the assessment of the differences between leaching methods due to its strong control on the pollutant release.To classify the materials according to their environmental effects, the concentration limit values of the metals imposed by Council Decision 2003/33/EC were used as a reference. The comparison allowed the classification of the recycled aggregates as inert wastes, with the exception of the MR-2 aggregate, which was classified as non-hazardous material.     

外加芘在2种水稻土及其团聚体培养中的老化及其可浸提性和生物有效性的变化

老化是指有机污染物进入土壤后,随着时间的增加,其生物有效性、毒性和可浸提性会逐渐下降的现象.采用室内培养法研究了外加多环芳烃芘在2种水稻土乌栅土(潜育型水稻土)和黄泥土(潴育型水稻土)及其不同粒组团聚体中的老化现象,并采用二氯甲烷提取和蚯蚓吸收试验比较了培养老化后外加多环芳烃芘的可浸提性和生物有效性的变化.结果表明,培养90d后芘的浸提率下降了15%~23%,蚯蚓的摄食量也下降了37%~67%,说明外加有机污染物进入水稻土后发生了显著的老化现象,从而降低了其环境移动性和生物有效性.但不同粒径团聚体中老化程度没有差异,不过对蚯蚓的生物有效性存在差异.因此,并不能根据土壤中有机污染物的含量来预测其环境风险和生物有效性.     

水稻土团聚体中Cu~(2+)的解吸动力学特征

用磁力搅拌法和平衡吸附法研究了水稻土的原土和团聚体颗粒吸附态Cu2+的解吸动力学特征.结果表明,原土和团聚体颗粒Cu2+的解吸率大小顺序为粗粉砂级粉砂级原土砂粒级粘粒级,与其有机质、游离氧化铁、氧化铝含量大小顺序相反.Cu2+解吸过程可分为快、慢两个解吸阶段,快解吸阶段属于非专性吸附态Cu2+的解吸,慢解吸阶段属于专性吸附松结合态Cu2+的解吸.用一级动力学方程、E lovich方程和双常数方程模拟Cu2+的解吸过程,相关性均达显著水平.磨细后的原土Cu2+的解吸速率和解吸进度均大于4个粒组团聚体颗粒.Cu2+的解吸速率和解吸量与土壤表面Cu2+的吸附形态有关.     

垦殖方式对小叶章湿地表土团聚体有机碳分布的影响

研究了2种垦殖方式对三江平原小叶章湿地表土团聚体及其有机碳分布的影响.结果表明,垦殖后,粒径>0.25mm的大团聚体呈降低趋势,大豆田中0.053~0.25mm微团聚体增加;水稻田中主要增加的是1mm及0.053~0.25mm团聚体有机碳含量降幅均呈现大豆田大于水稻田,水稻田>大豆田,小叶章湿地>大豆田>水稻田.水稻田比大豆田土壤有机碳储量稍高,但其微团聚体有机碳储量及其占土壤有机碳储量的比例低于大豆田,开垦为大豆田比开垦为水稻田有利于土壤有机碳长期存留.     

黑土不同粒径有机-矿质复合体对镉的吸附特性

采用振荡平衡法研究了黑土不同粒级有机-矿质复合体对Cd2+的吸附等温过程和吸附动力学过程,并采用常见数值模型进行了拟合. 结果表明,原土及各粒级复合体对Cd2+的吸附量随平衡液中ρ(Cd2+)的增加而增加. 各粒级组分对Cd2+的吸附量表现为黏粒＞粉粒＞原土＞粗砂＞细砂. Langmuir和Freundlich方程对Cd2+的等温吸附过程均有较好的拟合效果,线性方程拟合效果较差. 最大吸附量与吸附作用强度均呈随粒径增大而减小的趋势. 对影响最大吸附量和吸附作用强度的因子进行回归分析表明,w(有机质)、CEC(阳离子交换量)和比表面积的影响较大,其中w(有机质)是最主要因素,CEC和比表面积的影响次之. 各粒级复合体对土壤吸附Cd2+的贡献率为粉粒＞细砂＞黏粒＞粗砂,99%的Cd2+吸附在＜200 μm的组分上. 不同粒级组分对Cd2+的吸附动力学过程可分为0~20 min的快速反应阶段（吸附量均达到饱和吸附量的90%以上）和慢速反应阶段. 各组分对Cd2+的吸附符合二级动力学过程,表明吸附过程以化学吸附为主,并且吸附速率随颗粒粒径的增大而减小.      

磷石膏改善苏打碱土理化性质效果分析

分析了磷石膏对苏打碱土团聚体稳定性、饱和导水率和盐分淋洗效果的影响.结果表明:水稳定大团聚体质量分数和饱和导水率均随磷石膏施用量的逐渐增加而不断提高,磷石膏施用量达到100%GR时,水稳性大团聚体质量分数从对照的0.03%增加到33.31%,饱和导水率从对照的0.13 mm·d~(-1)提高到3.14 mm·d~(-1);出流液电导率和pH均随磷石膏施用量的增加而降低,磷石膏施用量达到100%GR时,出流液电导率和pH分别从对照的8.85 mS·cm~(-1)和10.26降低到3.46mS·cm~(-1)和9.83.因此,磷石膏对苏打碱土理化性质的改良效果十分显著.     

煤与生物质燃烧生成碳黑团聚物的形态分析

为分析碳黑团聚物对大气环境监测、气候预测等领域的影响,对其形态进行分析。用分形参数来表征碳黑团聚物的形态变化,将煤与生物质燃料燃烧生成的烟气取样后洗涤、离心、干燥并制成膜片,通过透射电镜(JEM-2100)获得膜片镜下图片,利用IMAGEJ测量电镜图片中团聚物的几何参数,通过几何参数推断出团聚物的分形参数,得出分形维数D_f在0.68~3.42变化,前向因子K_g在0.09~3.71变化,分形参数值越大,碳黑团聚物形态越趋于球形。