水下运动物体及海底地形的SAR探测的初步研究(一)水下运动物体的SAR仿真影像分析

当物体在水中运动时,它所引起的流场变化会调制海水表面的小尺度波动,从而可以被合成孔径雷达（ＳＡＲ）所探测。本文建立了一个三维半隐式格式,对水下运动物体的绕流问题进行了数值计算。在袁业立有关海波高谱形式及ＳＡＲ影像原理的理论分析基础上,本文进一步计算了水下运动物体ＳＡＲ影像的Ｇ值分布图,并讨论了物体深度、海水水深、海表面主波方向对水下运动物体ＳＡＲ影像的影响。     

Numerical study of pollutant transport in the sea-bay with mild slope beach

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Application of Line Boundary Technique to 2D Tidal Current Simulation

To deal with the problems concerning the shore boundary,moving boundary and engineeringboundary which are encountered frequently in 2D tidal current simulation by the finite difference method,theconcept of line boundary is introduced and studied here,and then the line boundary technique in common useis proposed in this paper.Analysis of some calculation cases shows that this technique is practical,effective,and simple in 2D tidal current simulation involving different boundaries.     

基于滑动窗口导纳技术反演西太平洋中部岩石圈的有效弹性厚度

西太平洋中部地区是西太平洋板块边缘沟-弧-盆体系构造演化的关键区域,其地质特征与构造演化一直是地学家关注的焦点问题之一。开展岩石圈有效弹性厚度的研究对于认识该区域的形成演化具有重要的科学意义。本文采用滑动窗口导纳技术,并在挠曲模型中考虑了表面荷载和内部荷载同时存在的情况,计算得到该区域的岩石圈有效弹性厚度(Te)。计算结果显示,研究区的Te值整体上为0~50 km,其变化基本上与构造单元相吻合,且与主要的构造边界密切相关。除海底火山具有相对较小的Te值(15~20 km)外,太平洋板块整体上具有较强的岩石圈强度(25~30 km)。马里亚纳海沟和菲律宾海沟的岩石圈强度从外隆起到海沟方向表现为明显的减弱,表明岩石圈由外隆起向海沟发生了弱化。帕里西维拉海盆西部相较于东部具有较弱的岩石圈强度,这可能与海盆的非对称扩张有关。卡罗琳板块的岩石圈整体上表现为相对均一的低Te值特征(<15 km)。欧里皮克海隆、卡罗琳海岭和索罗尔海槽的Te值为3 km,这可能是强烈的火山作用所导致的结果。     

自适应移动盒子的机载LiDAR点云去噪算法

针对现有LiDAR点云去噪算法难以实现自适应的问题,该文提出了基于空间盒子结构的自适应移动盒子去噪算法。基于经验模型建立盒子自适应准则,较好规避了现有算法的去噪阈值确定问题;采用聚类分析实现噪声点与有效点的精确标示。基于不同类型噪声的点云数据实验结果表明:与现有去噪算法相比,基于自适应移动盒子的去噪算法具有更好的适应性和去噪效果。     

利用OpenGL实现武器装备模型运动可视化

在对武器装备模型的研究中,武器空间运动轨迹的研究和运动中产生的特殊效果的研究是当前重要的两个研究方向。本文研究的相关技术主要应用于某单方仿真推演系统,以飞机、导弹、炮弹等为研究对象,通过对武器装备的空间运动轨迹建模,建立了参数可变的轨迹解算方程,并且在三维可视化环境下模拟了其运动轨迹,同时利用粒子系统的方法模拟了飞机运动时产生的特殊效果。最终建立一个多视点、多角度、多层次观察武器运动仿真进度的可视化平台。     

Stochastic and analytical approaches for sediment accumulation in river reservoirs

ABSTRACT

Sediment accumulation in a river reservoir is studied by stochastic time series models and analytical approach. The first-order moving average process is found the best for the suspended sediment discharge time series of the Juniata River at Newport, Pennsylvania, USA. Synthetic suspended sediment discharges are first generated with the chosen model after which analytical expressions are derived for the expected value and variance of sediment accumulation in the reservoir. The expected value and variance of the volume of sediment accumulation in the reservoir are calculated from a thousand synthetic time series each 38 years long and compared to the analytical approach. Stochastic and analytical approaches perfectly trace the observation in terms of the expected value and variability. Therefore, it is concluded that the expected value and variance of sediment accumulation in a reservoir could be estimated by analytical expressions without the cost of synthetic data generation mechanisms.     

一次强风暴三维结构的观测分析

2003年6月28日山东德州发生了一次降雹持续时间长、危害严重的强降雹天气过程。利用MICAPS、探空、NCEP资料,分析了降雹前的天气形势、能量场特征、含水量场。根据两部多普勒天气雷达资料,分析了雹云的演变过程及流场结构。研究表明,降雹前在降雹区上空西边低层存在高能舌,在中高层西边存在负能量平流或负能量平流中心。此次超级单体风暴过程由单个单体发展而来,具有强超级单体风暴的典型特征。该超级单体的移动方向在盛行风向右侧约20°左右,属于右移风暴。     

SOM拓扑保序机理的模拟弹性力分析

针对SOM内在原理和基本特性中一些未解决的重要问题,定义了输出阵列上神经元i承受的、正比于模式向量及权向量之间距离的2种模拟弹性力：输入模式向量对胜者i的拉力,以及阵列中胜者j对邻近i的牵动力;分析了弹性力的9个性质,对SOM学习过程中神经元权向量的演变过程及拓扑映射保序的机理给出了易于理解的、形象的解释。     

Stream tube integration method for analysing subsurface fluid flow

A stream tube integration method is introduced to solve transient subsurface fluid flow problems. The method combines a geometry-embedded form of Darcy's Law and the notion of location of average. Two types of problems, transient radial flow to a well of finite radius in an areally infinite aquifer and in a double porosity system, are solved by the stream tube integration method and the integral finite difference method. Results of the solutions show that the stream tube integration method, with fixed coarse mesh, are more accurate and better behaved than the integral finite difference method, with fine mesh. The fixed mesh stream tube integration method is readily extended to the moving mesh method. With much coarse mesh, the moving mesh technique can obtain the same accurate results as the fixed mesh stream tube integration method. It is suggested that the stream tube integration method is a viable way to state, solve, interpret and verify numerical solutions. The method provides efficient computation and improved accuracy for analysing subsurface fluid flow. © 1998 John Wiley & Sons, Ltd.