旋流-静态微泡浮选柱净化含油废水试验研究

为了提高含油废水处理效果、简化处理工艺,提出了以旋流一静态微泡浮选柱为核心的水处理工艺,在自行研制的试验装置系统上,研究了循环泵压力、柱体过流速度、混凝剂种类及投加量、表面活性剂投加量、油水pH值等主要工艺参数对模拟含油废水除油效果的影响.结果表明:以上因素均对脱油率有较大影响,在优化条件下,除油率可达95.7%,旋流-静态微泡浮选柱对含油废水有较高的净化能力.     

具有两类失效状态和休假的串联可修系统

研究了修理工可多重休假的部件串联可修系统,每个部件有两类失效状态。假定部件寿命服从指数分布,部件修理时间和修理工休假时间均服从一般连续分布,利用向量Markov过程理论和Laplace变换的方法求出了系统的可靠性指标。     

新型喜树碱缓释微胶囊的制备

为了降低喜树碱药物的毒性,提高人体服药后的顺应性.以生物相容性良好的壳聚糖和海藻酸钠为囊壁材料,喜树碱药物微粒为囊芯,采用静电吸引层层纳米自组装技术(LbL法)制备了喜树碱微胶囊.实验结果表明:LbL法制备的微胶囊用激光共聚焦显微镜观察具有明显的核-壳结构;提高了喜树碱在水中的分散性;释放速度可控,不同包裹层数的微胶囊在模拟人体体液环境下(pH7.4)释放速度不同,随着高分子层数增加,药物释放速度降低.这种具有缓控释效果的微胶囊能大大降低病人服药后的不良反应,具有很好的应用前景.     

平面连杆机构的计算机辅助设计与仿真研究

基于机构组成原理,建立了基本杆组的数学模型,给出了设计连杆机构的算法,实现了机构的虚拟”组装”、可视化动态仿真与运动分析。通过压床机构设计与运动分析仿真实例,证明这种方法便于连杆机构的方案设计与修改,有利于参数化设计与控制,为研究设计平面连杆机构提供了一种直观、快捷的方法。     

Dynamic fracture behavior of rock under impact load using the caustics method

We studied the dynamic fracture mechanical behavior of rock under different impact rates. The fracture experiment was a three-point bending beam subjected to different impact loads monitored using the reflected caustics method. The mechanical parameters for fracture of the three-point bending beam specimen under impact load are analyzed. The mechanism of crack propagation is discussed. Experimental results show that the dynamic stress intensity factor increases before crack initiation. When the dynamic stress intensity factor reaches its maximum value the crack starts to develop. After crack initiation the dynamic stress intensity factor decreases rapidly and oscillates. As the impact rate increases the cracks initiate earlier, the maximum value of crack growth velocity becomes smaller and the values of dynamic stress intensity factor also vary less during crack propagation. The results provide a theoretical basis for the study of rock dynamic fracture.     

＂Nonlinear＂ characteristics of the static earth pressure coefficient in thick alluvium

Exact calculations of the static earth pressure from a thick alluvium require accurate K0 values. These calculations influence the sinking cost and the safety of the freezing method. The static earth pressure coefficient (K0) of thick and deep soil was analyzed using laboratory tests. The results show that the static earth pressure coefficient of thick and deep soils is nonlinear and different from that of superficial soils. The constant of superficial soils is usually invariant and the total stress or incremental stress definitions used in traditional geo-mechanics give the same value. The influence of load increments when calculating for superficial soil is ignored. The difference in values of K0 for thick alluvium defined by the total stress or the incremental stress methods is over 10%. The effects of the thick alluvium on K0 should be considered during the design of frozen shaft projects. Such things as the frozen shaft thickness and the excavated section height should be chosen to assure the rationality of the design and to avoid potential faults and accidents.     

微藻固定高浓度CO2技术的研究进展

自工业革命以来,不断增长的燃料消耗导致大气中CO2浓度日益升高,由此所产生的温室效应已经受到全世界的普遍关注.近年来,国际上已经开展了生物固碳技术的相关研究.详细介绍了目前国内外利用微藻固定高浓度CO2技术的研究现状.     

基于模糊层次分析法的应用性技术成果评价

针对现有应用性技术成果的评价指标体系,建立了相应的模糊层次分析法数学模型,此模型可克服传统层次分析法判断矩阵构造主观性强和一致性不易检验等缺点,为应用性技术成果的等级评价提供了一种简便合理的科学评价方法.     

I386到Alpha动态二进制翻译中的代码缓存管理优化

动态二进制翻译是跨平台软件移植的最重要手段之一,如何对其进行优化,提高翻译效率一直是研究的热点。文章对I386到Alpha平台的动态二进制翻译进行了研究,提出了一种较好的翻译缓存管理策略,在FIFO的基础上将翻译缓存划分为两级进行管理。以QEMU动态二进制翻译器为实验平台进行测试,结果表明,采用此方法可以提升翻译速度约3%。     

基于MVC模型的嵌入式GIS可视化集成开发环境研究

嵌入式GIS人机界面传统的二次开发模式主要 依靠调用API函数,开发工作量大,周期长。文章在深入研究了各种可视化集成开发环境的 基础上,结合现代开发模式,设计并实现了一种基于MVC模型的嵌入式GIS可视化集成开发环 境。