微物理过程分档处理的三维对流云模式研究

在三维完全弹性冰雹云参数化模式动力框架和二维面对称分档模式(微物理过程分档处理)的基础上,建立粒子全分档的三维对流云分档模式.利用建立的分档模式对2000年6月29日美国堪萨斯州的一次超级单体风暴进行了模拟,并将模拟结果与三维冰雹云参数化模式的模拟结果作了对比.结果表明:分档模式可以较好地模拟出强对流云中两支上升气流,模拟得到的最大上升气流速度大于参数化模式;分档模式模拟得到的雷达回波强度、顶高和回波宽度更接近实测.     

Galileo和GPS的几点比较

利用GSSF 2.0软件模拟出Galileo系统全球范围的卫星可见性、GDOP、TDOP、PDOP、HDOP、VDOP值,并与GPS进行了比较。     

堤坝管涌的室内试验与颗粒流细观模拟研究

本文对水流垂直方向的堤坝管涌现象分别进行了室内模型模拟和颗粒流模拟实验。在室内模型试验模拟中采用先进的数码成像跟踪设备在细观的尺度上对土样在管涌发生发展的全过程进行了观察和记录,为颗粒流细观模拟提供了必要的细观参数及宏观依据。提出的二维孔隙率与三维孔隙率转换的关系公式很好的将室内模型试验的孔隙率同颗粒流数值模拟结合,运用颗粒流程序采用固液耦合的分析模型对管涌现象作进一步的数值模拟分析。根据模拟结果,分析了管涌产生、发展在颗粒细观尺度的原因,对管涌产生发展中的试样细观变化规律及流速的变化规律进行了分析。这些结果为PFC2D在渗流和渗透破坏等方面的深入研究应用提供了一定的实用依据,同时也为在细观尺度上解释和分析管涌现象提供了一条新的途径。     

港湾广场（一期）深基坑变形监测与分析

深基坑施工变形监测是信息化施工的重要内容,以广州港湾广场(一期)深基坑工程为例,通过对开挖过程中土体水平位移、支护结构侧向位移、支护结构内应力、沉降等监测,结合围护结构的强度检测,采用反演分析对基坑变形进行数值模拟,预测不同开挖深度时基坑的位移变形量,实际监测结果与预测值基本一致,为基坑的设计和施工提供可靠的依据。     

软弱土路基沉降变形控制研究

从理论分析着手,建立路基沉降变形控制系统模型。根据室内试验成果,对路基沉降进行数值分析。模拟不同参数对沉降的影响,研究不同工况中路基沉降的控制效果。地基弹性模量对沉降影响大,提高地基弹性模量,沉降将减小,并且减小的幅度很大;填料密度对沉降影响较大,降低填料密度,沉降将减小,并且减小的幅度很大;路基累积沉降量与路基本体高度之间存在近似线性正相关关系;路基累积沉降量与地基处理深度之间存在近似线性负相关关系。     

鄂尔多斯盆地西峰油田白马南特低渗岩性油藏储层地质建模

以鄂尔多斯盆地西峰油田白马南长81砂岩油藏为例，应用随机序贯高斯模拟法（SUS）和序贯指示模拟法（SIS）建立研究目标的储层地质模型，进而探讨了在特低渗岩性油藏中相对高渗透储层形成的控制因素。认为长81油藏储层的形成主要受控于沉积作用；成岩作用对改善储层物性及油气的运聚起了重要的作用。砂体的三维模拟结果显示主砂体位于研究区西部，呈西南-东北向展布。储层物性参数的三维模拟也表明优质储层主要分布在主砂体带上长石溶蚀相和绿泥石薄膜胶结成岩相区。     

Experiments on the primary migration of oil from source rocks

Simulation experiments on the primary migration of oil were carried out on massive samples. The results proved that oil generated from source rocks was expelled in the form of an independent oil phase. High oil-expulsion efficiency was observed. It follows that the primary migration of oil is not directly dependent on the quantity of oil generated from the source rocks. Therefore, the oil-expulsion proportion was high though some source rocks yielded only a limited amount of oil. A great deal of gas was produced at the same time of oil-generation. Thus, it can be concluded that the main expulsion energy for oil primary migration came from these gases.     

双平面T型方管加强节点的承载力性能研究

通过有限元软件ANSYS对双平面T型方管相贯焊接加强节点轴力和弯矩作用下的极限承载力进行了数值模拟研究，采用的加强方式在主管内部设置纵向加劲肋。研究结果表明这种加强方式对于双平面T型节点的单项承载力都有不同程度的提高作用，且提高幅度与几何参数有关。     

具有地震抑制功能的结构主动控制算法与仿真分析

提出了一种具有地震抑制功能的结构抗震主动控制算法。其特点是设计一组状态反馈控制律，使得闭环结构系统在具有希望极点的同时，还能够减小结构地震输人的影响。首先，在特征结构配置参数化方法的基础上，将该控制问题转化为一个含有约束条件的优化问题；其次，给出了求解该问题的算法及实施步骤，该方法直接基于结构系统原始矩阵，不涉及系统的增广或变换，便于工程应用；最后，对地震作用下三层剪切型Benchmark结构模型进行了仿真分析，结果表明本文所提具有地震干扰抑制功能算法的有效性。     

INTEGRATION OF THE MODELS OF ANNAGNPS AND REMM TO ASSESS RIPARIAN BUFFER SYSTEM FOR SEDIMENT REDUCTION

The United States Department of Agriculture (USDA) Annualized Agricultural Non-Point Source Pollution model (AnnAGNPS) is used to help evaluate a watershed response to agricultural management practices to control water quality. However, AnnAGNPS version 3.5 does not contain features to estimate the effect of a riparian buffer (RB) system on water quality. The Riparian Ecosystem Management Model (REMM) is used to simulate the impact of riparian buffer systems on water quality. However, frequently the lack of measured upland loadings that are required by REMM simulation limits the application of REMM. To address this data gap, a study was conducted to integrate AnnAGNPS with REMM for RB system simulation. AnnAGNPS was used to simulate water and sediment loadings from an upland field into a three-zone RB system at the Gibbs Farm located in the Georgia coastal plain. These AnnAGNPS outputs were used as the inputs to REMM. REMM was used to simulate water and sediment movement along the riparian buffers. The AnnAGNPS simulated amount of annual runoff at the edge of the field was close to observed amounts (Nash-Sutcliffe efficiency of 0.92). It is believed that a substantial portion of sand was removed from the runoff one meter into the grass buffer where the samplers were located; therefore, sand was excluded from the AnnAGNPS simulation for comparison with observed sediment. Excluding sand, the AnnAGNPS predicted amount of annual sediment matches the observed amount fairly well (Nash-Sutcliffe efficiency of 0.46). In addition, based on evaluating the percent reduction of sediment at each zonal interface, the AnnAGNPS/REMM model well simulated the function of the RB system to reduce sediment.