凝析气藏相态参数实验研究

油气藏流体主要有烃类成分组成,在油藏及地面条件下,这种烃类混合物的物理性质取决于其化学成分及给定的温度和压力。对于烃类的相态特征及流体组分研究在油气田开发中具有重要的意义,尤其是凝析气藏田。对海榆和10井的研究,归纳总结其流体PVT性质,为其开发提供科学依据。     

带有异或运算安全协议的自动化检测

针对当前模型检测工具普遍不能检测带有异或运算安全协议的问题,提出了一个新的模型检测器SAT#.该模型检测器通过引入抽象异或项的概念及其运算规则,大大降低了攻击者生成的异或消息数量,解决了由于引入传统异或运算导致的状态空间爆炸问题.在此基础上,通过在SAT模型中增加基于抽象异或项的重写规则,扩展了攻击者的异或运算能力,实现了对带有异或运算安全协议的自动化检测.通过对BULL协议的检测,证明了抽象异或项的实用性,同时也证明了SAT#模型检测器的可靠性.     

矩形网格上Barycentric-Newton型混合有理插值

将重心有理插值与Newton型多项式插值结合起来,利用偏差商的递推算法,得到了满足矩形网格上所给插值条件的二元有理插值函数,给出了插值的特征性质和对偶形式.该二元有理插值函数它继承了重心有理插值的计算量小、没有极点、数值稳定性好和多项式插值的线性性质等优点.最后通过数值例子验证了所给方法的有效性.     

不同贮藏温度对UHT乳品质的影响

UHT乳作为一种经超高温瞬时灭菌、无菌灌装生产的长货架期液态乳,具有品质优良,饮用方便等优点.但是在贮藏过程中,UHT乳经常会因残留酶或微生物作用而产生蛋白质凝块、沉淀或脂肪上浮等缺陷,从而影响UHT乳的品质.本研究通过UHT中试生产线无菌灌装制备PET瓶装UHT乳,将其分别置于7,25,37℃下保温观察,定期测定色泽、酪蛋白胶体粒径、蛋白质水解度及理化指标等变化.结果表明,贮藏过程中UHT乳发生的主要反应为蛋白质水解、脂质氧化和美拉德反应,UHT乳的pH值、游离钙离子含量和酪蛋白胶体粒径呈下降趋势,b＊值、蛋白水解度、脂质氧化程度呈上升趋势.120 d保温试验结束后,除37℃贮藏下的UHT乳色泽从第90 d开始发生明显变化外,各UHT乳样品并未产生明显的脂肪上浮和蛋白沉淀等现象.     

基于FDTD的三角形银纳米颗粒阵列等离子共振吸收特性的模拟

利用时域有限差分法,数值模拟了银纳米三角阵列的等离子共振吸收特性,仿真计算了银纳米颗粒尺寸大小对阵列等离子体共振的影响.数值计算结果表明,三角形银纳米颗粒阵列的等离子共振吸收峰随颗粒尺寸的增大而红移,可通过改变颗粒大小调节共振吸收波长数值以用于不同的应用研究.基于FDTD理论模拟的计算结果与实验规律基本相符,并较好地阐释了银纳米三角有序阵列表面等离子共振吸收峰的频移与其纳米粒子长径比之间的一些依赖关系,此结论将有利于纳米光传感器应用的进一步探索研究.     

PML吸收边界条件下的TE波FDTD算法的仿真与验证

FDTD方法已成为计算电磁学的一个重要发展方向。在时域有限差分法基本原理的基础上,通过建立二维TE波的FDTD表达式,实现了基于MATLAB的TE波传播仿真与吸收边界条件的验证。仿真结果表明:PML对TE波的传播具有良好的吸收效果。     

在LaNiO_3衬底上（Pb,La）TiO_3铁电薄膜的制备和研究

首先通过金属有机化合物热分解（MOD）法在Si（100）基片上制备出LaNiO3（LNO）薄膜,再通过溶胶-凝胶（sol-gel）法,在LNO/Si（100）衬底上制备出（PbxLa1-x）TiO3（PLT）铁电薄膜。经XRD分析表明,LNO薄膜具有（100）择优取向的类钙钛矿结构,PLT/LNO/Si薄膜具有四方相钙钛矿结构,同时以（100）择优取向。最后对薄膜的介电性和铁电性进行了测试,发现薄膜介电常数适中,铁电性良好。     

One-dimensional consolidation of double-layered soil with non-Darcian flow described by exponent and threshold gradient

Based on non-Darcian flow law described by exponent and threshold gradient within a double-layered soil, the classic theory of one-dimensional consolidation of double-layered soil was modified to consider the change of vertical total stress with depth and time together. Because of the complexity of governing equations, the numerical solutions were obtained in detail by finite difference method. Then, the numerical solutions were compared with the analytical solutions in condition that non-Darcian flow law was degenerated to Dary’s law, and the comparison results show that numerical solutions are reliable. Finally, consolidation behavior of double-layered soil with different parameters was analyzed, and the results show that the consolidation rate of double-layered soil decreases with increasing the value of exponent and threshold of non-Darcian flow, and the exponent and threshold gradient of the first soil layer greatly influence the consolidation rate of double-layered soil. The larger the ratio of the equivalent water head of external load to the total thickness of double-layered soil, the larger the rate of the consolidation, and the similitude relationship in classical consolidation theory of double-layered soil is not satisfied. The other consolidation behavior of double-layered soil with non-Darcian flow is the same as that with Darcy’s law.     

Dynamic response law about gravity retaining wall to seismic characteristics and earth fill properties

In order to find the dynamic response laws of retaining walls affected by certain earthquake loads, the influence of the seismic wave characteristics and sub-grade fill parameters (including the foundation surface slope) were focused on, and a series of tests were performed. The results show that the maximum stress of the retaining wall decreases as internal friction angle, foundation slope, filled soil cohesion and the biggest dynamic elastic modulus increase, while it increases with the seismic frequency and seismic input peak dropping. The addition value of dynamics earth pressure increases when seismic frequency and seismic input peak are reduced, while it decreases when the filled soil cohesion and internal friction angle rise. Meanwhile, dynamic elastic modulus and foundation slope have no obvious influences on addition value of dynamics earth pressure. The slope will be instable if the seismic input peak exceeds 0.5g and be disruptive if seismic frequency is larger than 2.5 Hz. The mid-lower parts of retaining walls are in most heavy and obvious response to these factors, which reveals the mechanism of “belly burst” in retaining wall that appears commonly in practical projects.     

Optimum cutting speed of block-cutting machines in natural stones for energy saving

Energy consumption of block-cutting machines represents a major cost item in the processing of travertines and other natural stones. Therefore, determining the optimum sawing conditions for a particular stone is of major importance in the natural stone-processing industry. An experimental study was carried out utilizing a fully instrumented block-cutter to investigate the sawing performances of five different types of travertine blocks during cutting with a circular diamond saw. The sawing tests were performed in the down-cutting mode. Performance measurements were determined by measuring the cutting speed and energy consumption. Then, specific energy was determined. The one main cutting parameter, cutting speed, was varied in the investigation of optimum cutting performance. Furthermore, some physico-mechanical properties of the travertine blocks were determined in the laboratory. As a result, it is found that the energy consumption (specific energy) of block cutting machines is highly affected by cutting speed. It is determined that specific energy value usually decreases when cutting speed increases. When the cutting speed is higher than the determined value, the diamond saw can become stuck in the travertine block; this situation can be a problem for the block-cutting machine. As a result, the optimum cutting speed obtained for the travertine mines examined is approximately 1.5–2.0 m/min.