可生物降解材料聚羟基脂肪酸酯（PHA）的合成与应用概述

聚羟基脂肪酸酯（polyhydroxyalkanoates,PHA）是很多微生物合成的一种细胞内聚酯,是一种天然的高分子生物材料。PHA具有良好的生物相容性能、生物可降解性和塑料的热加工等性能。文章主要综述了PHA的合成途径与有关应用方面的研究。     

亚热带土壤反硝化过程中NO-3-N对CH4排放的影响

研究了发育于不同成土母质和不同土地利用方式下的45个亚热带土壤样本,在反硝化严格厌氧培养条件下（密闭、淹水、充N₂）,加入KNO₃的处理（加入N量为200 mg·kg^-1）和不加KNO₃的空白对照对CH₄产生和排放的影响.结果表明,厌氧培养条件下无论加入KNO₃与否,CH₄的产生和排放首先取决于土壤有机碳总量水平及其有效性.对照土壤中花岗岩母质发育的土壤和KNO₃处理土壤中稻田利用方式下的土壤CH₄排放量最高.加入KNO₃显著抑制了CH₄的产生和排放,NO^-₃-N对CH₄产生的抑制效应可能较N₂O对CH₄产生的抑制效应更大.加入KNO₃处理中厌氧培养第1周内的NO^-₃-反硝化量和降低速率是决定CH₄排放量的关键因素.不加KNO₃的对照土壤中,73％的土样表现为 Fe²⁺的产生和CH₄的排放之间呈指数关系增长,表明Fe³⁺和CO₂的还原可同步进行.NO^-₃-N不仅显著抑制了CH₄的产生和排放,也抑制了Fe³⁺的还原.     

模型模拟土壤性质和植被种类对再生水灌溉水盐运移的影响

为推动再生水安全灌溉,本研究运用ENVIRO-GRO模型模拟了不同土壤性质、植被条件下土壤盐分的分布规律及累积趋势,探讨了土壤性质和植被种类对再生水灌溉水盐运移的影响.研究发现,不同土壤初始含盐量下,经多年重复模拟后最终达到统一的平衡状态;而不同土壤质地下,随着灌溉年份的增加,壤土、黏壤土中的土壤ECe年均值逐渐增加直到平衡,砂壤土中的土壤ECe年均值逐渐减少直到平衡,平衡时土层中的ECe值砂壤土〈壤土〈黏壤土.3种植被下,大叶黄杨、油松的土壤ECe值增加量小于早熟禾;土壤盐分在土层中的空间、时间分布也均有所不同.此外,不同模拟情景下,土壤盐分累积都不会影响植被的生长（黏壤土除外）,但均出现轻度盐渍化（砂壤土除外）.     

几种牺牲阳极在干湿交替条件下的自放电行为比较

模拟海水与空气的干湿交替条件,对四种海船常用牺牲阳极的自放电行为进行了研究。通过测定工作电位、发生电流、溶解性能、溶解产物成分,分析了四种牺牲阳极在经历不同间浸工作周期后的电化学性能,特别是再活化性能。结果表明:在干湿交替条件下,Zn-Al-Cd阳极的电化学性能降低幅度最大,Al-Zn-In-Cd阳极次之,它们均不适合在此环境中使用;Al-Zn-In-Mg-Ti的电化学性能比前两者好,Al-Zn-In-Mg-Ga-Mn则最适合作为干湿交替环境中的牺牲阳极。     

改性壳聚糖CAD与微生物絮凝剂MBF8复配絮凝研究

采用水溶液自由基聚合反应,将丙烯酰胺(AM)、二甲基二烯丙基氯化铵(DMDAAC)接枝到壳聚糖分子上制成了阳离子改性壳聚糖(CAD).经FT-IR、XRD、zeta(ξ)电位、凝胶色谱等分析确定,CAD为淡黄色透明液体,pH值为3.7,相对分子质量为2.88×10⁶,阳离子度为16.7,等电点(0.1%溶液)约为pH值10.5,有效成分2.6%,主要特征官能团有羟基、氨基、季铵基和酰胺基, 呈不规则晶体结构.将CAD与相对分子质量3.67×10⁵的多糖类电负性微生物絮凝剂MBF8复配,对浊度12~460 NTU、离子强度3.0 mmol·L^-1的高岭土悬浊液进行烧杯实验.结果表明,MBF8与CAD的最佳使用方式为先投加MBF8后投加CAD,复配比5:3时效果最好,适用的pH范围为6.0~10.0.采用PAC(3.0 mg·L^-1)+MBF8+CAD(1.0 mg·L^-1)复配絮凝,pH=8.0下,对浊度为110 NTU的高岭土悬浊液,浊度去除率>97%,残余铝<0.08 mg·L^-1,絮体大、沉降快,絮凝效果优于PAC+分子量800万、1200万的阴离子PAM及分子量1500万的阳离子PAM.     

磺胺甲噁唑对猪粪堆肥过程中堆料性质与酶活性的影响

以猪粪、小麦秸秆为材料,研究了磺胺甲噁唑（SMZ）对高温堆肥过程中理化性质（温度、pH值、E₄/E₆）和酶活性（纤维素酶、磷酸酶、脲酶、多酚氧化酶）的影响.结果表明：SMZ对堆肥理化性质的影响与其浓度有关.高浓度（95 mg·kg^-1）SMZ会对微生物活性产生显著抑制作用,表现出堆肥温度难以达到无害化标准,堆料pH值较低（<9.0）.但高浓度（95 mg·kg^-1）SMZ能激活多酚氧化酶活性,且水提浸液E₄/E₆值较低.在堆肥过程中,SMZ对纤维素酶和脲酶活性呈现出“抑制-激活-抑制”的作用,50 mg·kg^-1的SMZ对纤维素酶产生不同程度的激活作用.相比之下,脲酶活性对SMZ的敏感性比纤维素酶更敏感,5 mg·kg^-1的SMZ即能显著抑制脲酶活性,中浓度（50 mg·kg^-1）的SMZ对碱性磷酸酶活性产生了显著的抑制作用.综上,SMZ通过影响酶活性而影响堆肥过程的物质转化.此外,SMZ浓度越大,种子发芽指数越低.当SMZ≥50 mg·kg^-1时,堆肥难以腐熟而对植物毒性较大.     

Application of CGP-cross route process for microstructure refinement and mechanical properties improvement in steel sheets

A modified method of severe plastic deformation (SPD) entitled constrained groove pressing-cross route (CGP-CR) was introduced for imposing a high magnitude of equivalent strain of about 2.32 per pass on the sheet form samples. The major benefit of this improved route compared to previous common route was the more homogeneity of strain in the rolling (RD) and transverse (TD) directions of sheets. In this study, low carbon steel samples were used for examination of evolutions in microstructure and mechanical properties during SPD via CGP-CR process. Mechanical properties improvement were measured by tensile and macro hardness tests. The results indicate that CGP-CR process can effectively improve tensile strength; and also, yield stress and hardness of as-received low carbon steel samples were improved up to about 100% after two deformation passes. Also, high magnitude of inhomogeneity can be observed in hardness distribution through first pass of the process which diminishes in the subsequent passes. Microstructural evolutions during process were monitored by optical microscopy observations and X-ray diffraction analysis. The results demonstrate that initial ferritic microstructure with grain size of about 30 μm was refined to a 225 nm cell structure after two passes of CGP-CR process.     

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).     

Use of recycled fine aggregate in concretes with durable requirements

The use of construction waste materials as aggregates for concrete production is highly attractive compared to the use of non-renewable natural resources, promoting environmental protection and allowing the development of a new raw material. Several countries have recommendations for the use of recycled coarse aggregate in structural concrete, whereas the use of the fine fraction is limited because it may produce significant changes in some properties of concrete. However, during the last decade the use of recycled fine aggregates (RFA) has achieved a great international interest, mainly because of economic implications related to the shortage of natural sands suitable for the production of concrete, besides to allow an integral use of this type of waste. In this study, the durable behaviour of structural concretes made with different percentage of RFA (0%, 20%, and 30%) is evaluated. Different properties related to the durability of concretes such as absorption, sorptivity, water penetration under pressure, and carbonation are determined. In addition, the results of compressive strength, static modulus of elasticity and drying shrinkage are presented. The obtained results indicate that the recycled concretes have a suitable resistant and durable behaviour, according to the limits indicated by different international codes for structural concrete.