好氧颗粒污泥的形成机制、特性及应用研究进展

好氧颗粒污泥凭借其密实的结构、多样的微生物种群以及优良的沉降性能,已经引起了污水生物处理领域许多学者的兴趣.本文总结了近年来国内外好氧颗粒污泥技术和应用的最新研究成果,包括好氧颗粒污泥的形成机制、好氧颗粒污泥的特性及其微生物相、环境条件对好氧颗粒污泥形成的影响、好氧颗粒污泥模型以及在处理市政污水和含毒工业废水上的应用,并展望了好氧颗粒污泥的应用前景.     

吸烟气相物质引起的脂质过氧化的研究

本文用吸烟气相物质作用于卵磷脂形成的脂质体及人多形核白细胞,用TBA法和共轭二烯法检测吸烟气相物质作用下的脂质过氧化水平,结果发现,随着吸烟气相物质作用时间的延长,MDA和共轭二烯的含量也随之增大。表明吸烟气相物质能够引起脂质过氧化反应。     

Do Polynomials Adequately Describe the Hypsometry of Monadnock Phase Watersheds?

Hypsometry has been shown to be a useful tool in geomorphic analysis of watersheds with the use of third‐degree polynomial equations to express the hypsometric curve. Despite its usefulness with watersheds in the equilibrium stage, the third‐degree polynomial has been found to be inadequate to describe the hypsometry of Monadnock phase watersheds. Three other equations — a modified third‐degree polynomial with a rational term, a sigmoidal model, and a double exponential — were used to determine hypsometric attributes of 32 Monadnock phase watersheds and compared to the third‐degree polynomial form. The three other equations were found to be better fits for Monadnock phase watersheds than the third‐degree polynomial equation, regardless of which ratio — area or elevation — was plotted as the independent variable. Due to the occasional failure of each functional form to give logical values for hypsometric attributes, the importance of using more than one form equation is discussed. After determining the best‐fit equation for each watershed, the usefulness of hypsometric attributes is discussed in relation to erosion processes within Monadnock phase watersheds.     

离子液体催化木质素转化制备丁香醛

木质素的高值转化对于生物质的全组分利用具有重要意义,直接关乎生物炼制产业链的经济可行性。离子液体作为一种新型催化剂,具有较高的可设计性、结构稳定性和热稳定性,可用于木质素催化转化制备具有高附加值的小分子产物以提高木质素的利用效率。以乙醇胺类和胍类离子液体为催化剂,考察了木质素种类与用量、催化剂种类与浓度、反应温度和pH值等因素对丁香醛收率的影响。结果表明：当催化剂为乙醇胺四氟硼酸盐[MEA]BF4,木质素与催化剂用量比为2∶1,固液比1∶150,温度160 ℃,pH=4.35,反应6 h后丁香醛收率最高,为9.20%。     

铬渣-煤矸石砖中Cr(Ⅵ)解毒机理研究

铬渣因所含Cr(Ⅵ)具有强氧化性而会对环境造成严重污染.本文采用自养煤矸石砖焙烧技术对铬渣进行无害化治理,对不同铬渣掺量的铬渣-煤矸石砖,进行铬的浸出毒性分析.通过试验得出,除铬渣掺量为15%的砖中六价铬浸出浓度超标外,其余铬的浸出浓度均小于国标规定,铬的解毒率都在95%以上.此技术对Cr的还原解毒为,在高温熔融条件下,煤矸石中的碳及随后产生的CO、H2、CH4等还原性物质与Cr(Ⅵ)化合物发生反应.铬渣、煤矸石及砖的X-粉晶衍射物相分析表明,砖中Cr(Ⅵ)被还原为Cr(Ⅲ)后,以类质同相方式进入辉石、尖晶石、铝硅酸盐等稳定物相,得以固化解毒.因此,还原后Cr的存在形式稳定,可以经受恶劣自然环境而不会重新溶出和造成二次污染,作为建材,可以安全利用.     

Modelling outflow from a ruptured pipeline transporting compressed volatile liquids

The paper presents a mathematical model for predicting outflow rates from a ruptured pipeline transporting compressed volatile liquids. The main focus of the paper is the methodology used to predict thermodynamic properties of interest. The model is validated using experimental data in the open literature. As the field scale outflow data does not include typical operating conditions the model is further validated at higher pressures and longer pipelines by comparing outflow rates calculated using a commercial pipeline simulation package, PROFES. The mathematical model predictions of mass flow rate and pipeline inventory agree well with the measured data and the more sophisticated pipeline model.

The simple pipeline rupture model is a useful tool for consequence analysis as it has a fast runtime on a standard PC. A further advantage is it is more easily, without having to address all of the numerical issues that arise when using a more sophisticated pipeline model. This allows a safety engineer to focus on the potential hazard rather than driving the model.     

事故前期发展过程浅析

任何事故发生之前都有一段发展演变的过程.当失误不断积累,超过系统或组织自身的自适应能力以后,一旦激发事件出现,就有可能导致事故的发生.本文在分析事故致灾条件的基础上,将其前期发展过程分为了7个阶段,得出了事故前期发展过程流程图.     

抽出式通风煤巷掘进过程中粉尘浓度分布规律的数值模拟

根据气固两相流理论，针对矿井掘进工作面的特点，采用计算流体力学的离散相模型（DPM）对掘进工作面通风过程中粉尘浓度进行数值模拟，总结抽出式通风掘进巷道中粉尘浓度的沿程分布及变化规律。     

典型可燃物燃烧烟尘物化特性差异性研究

开展对典型可燃物燃烧烟尘的物化特性差异性研究,是全面了解烟尘信息的基础.基于可控条件下的燃烧试验,对典型可燃物燃烧烟尘物理特性和化学组分进行了分析.通过对比分析汽油燃烧烟尘、聚苯乙烯燃烧烟尘、ABS燃烧烟尘及柴油烟尘和正庚烷烟尘的透射电镜图片,对透射电镜图的紧凑性、复杂性及灰度值进行了深入分析,探讨了燃烧烟尘的物理差异性.利用固相微萃取-气质联用技术(SPME-GC-MS),对汽油燃烧烟尘、聚苯乙烯燃烧烟尘、ABS燃烧烟尘化学组分进行了分析和对比.通过燃烧烟尘的特征物质组分的分析,得到3种燃烧烟尘在特征物质的分布和出峰时间等方面的差异性.这些差异性可作为对烟尘来源及燃烧条件等因素判别的依据.     

Blast wave clearing behavior for positive and negative phases

The purpose of the research was to improve prediction of response of buildings to blast waves by including the negative phase and considering clearing of both positive and negative phases. Commonly used structural design practices, which trace their origins to military design manuals, often ignore the negative phase as well as positive phase clearing. For high explosive threats, this approach is conservative in most circumstances. However, negative phase clearing had not previously been studied for blast waves, and the implications for structural response had not been evaluated. This paper presents results of modeling negative phase blast clearing behavior for a typical blast wave and discusses the differences from positive phase clearing. The implications of including positive and negative phase clearing in building blast damage analysis are also investigated through single-degree-of-freedom (SDOF) analyses.Blast waves from explosion sources like a vapor cloud explosion (VCE), pressure vessel burst or high explosive exhibit both positive and negative phases, and the relative magnitude of the positive and negative phases varies among explosion sources and the specific circumstances of each source. A fully reflected blast wave is produced if an incident blast wave were to strike an infinitely tall and wide wall in a normal orientation. Both the positive and negative phases of the blast wave are enhanced by the reflection process. However, when an incident blast wave strikes a wall of finite size in a normal orientation, rarefaction waves are created at the edges of the wall, and the rarefactions sweep down from the roof and inward from sides. The rarefaction waves result in a clearing effect for both the positive and negative phases.Clearing relieves some of the applied blast load on the reflected wall for the positive phase. However, this is not always the case for the negative phase. As shown by the results presented in this paper, clearing may either relieve or enhance the applied negative phase blast load, depending on the duration of the blast wave and the wall dimensions.The impact of negative phase clearing on structural response for generic building components was also investigated. Nonlinear SDOF methods were used to characterize response in terms of peak positive and negative displacements. It was found that the influence of the negative phase is significant and the peak structural response can occur during negative (outward) displacement.