高精度大幅面图纸分块扫描拼接技术研究

针对当前大幅面图纸分块扫描拼接中存在的问题,提出一种基于改正扫描仪误差的大幅图纸整体平差的拼接方法.该方法通过平移黑白相间的格网板建立扫描仪的误差模型,同时利用少量的控制点及连接点,然后通过整体平差来直接解求各扫描图像块的几何变换参数.实践证明这种方法具有拼接精度高、速度快以及可不限图幅大小等优点.     

Image relaxation matching based on feature points for DSM generation

In photogrammetry and remote sensing, image matching is a basic and crucial process for automatic DEM generation. In this paper we presented a image relaxation matching method based on feature points. This method can be considered as an extention of regular grid point based matching. It avoids the shortcome of grid point based matching. For example, with this method, we can avoid low or even no texture area where errors frequently appear in cross correlaton matching. In the mean while, it makes full use of some mature techniques such as probability relaxation, image pyramid and the like which have already been successfully used in grid point matching process. Application of the technique to DEM generaton in different regions proved that it is more reasonable and reliable.     

阿克苏北部绿洲强对流暴雨与冰雹红外云图特征对比分析

利用GMS-5静止气象卫星逐时红外云图数值资料,分析了阿克苏北部绿洲1998～2001年5～8月各10次强对流暴雨和冰雹过程的红外云图特征,表明强对流暴雨与冰雹中尺度云团在尺度、形状、强度、发生、成熟时间和生命史方面具有显著的异同,这些指标对它们的监测、预警具有重要意义。     

2001年昆仑山口西MS8.1地震地表同震位移分布特征

沿长约 4 2 6km的 2 0 0 1年昆仑山口西MS8 1地震地表破裂带共获得 2 91个点的地表同震水平左旋位移数据 ,并在其中 1 1 1个点获得了垂直位移数据。该地震总体以左旋水平位移为主 ,兼具一定的垂直位移。最大地表左旋水平位移值可达 6 4m ,平均水平位移约为 2 7m ,绝大多数测点的垂直位移均 <1m。地表水平位移沿主破裂带走向位移梯度变化于 1 0 - 1～ 1 0 - 4之间 ,这一起伏变化可能起因于野外测量误差、沿主破裂带岩性或松散沉积物厚度的变化、地表破裂带几何结构的不均匀性、地表破裂走向的变化、不同破裂段在昆仑山口西 8 1级地震之前的地震中滑动量的起伏变化 ,以及大量非脆性变形、次级破裂的存在等。水平位移沿主破裂带的长波长 (数十公里至数百公里 )起伏变化较有规律 ,在布喀达坂峰以东表现为分别以 5个水平位移峰值为中心而有规律地起伏变化。这5个位移峰值分别对应于不同的次级地震地表破裂段。各破裂段水平位移峰值均向阶区或拐点逐渐衰减 ,不同地表破裂段位移峰值向两侧衰减的速率是不同的 ,这种位移梯度的不对称分布可能指示了地震破裂的扩展方向。上述位移分布特征真实地反映了地表可见脆     

基于图像分析的双台面波相速度频散曲线快速提取方法

双台波形的互相关方法是面波相速度频散曲线提取的一种常用方法。传统的方法精度不高,效率较低。本文提出了一种基于图像分析的频散曲线快速提取方法,采用图像显示互相关振幅矩阵,且提出了快速追踪整条频散曲线的算法,并用Matlab编写了交互式的处理软件。基于这种方法编写的资料处理软件提高了双台相速度频散曲线提取的速度和精度,为大批量处理地震数据资料提供了坚实的软件基础。基于图像分析的方法可以更为清晰地展现出双台问的面波频散曲线的特征,对频散曲线的识别和分析也提供了更为有效的研究工具。     

可视化人体的整体坐标系统

可视人数据集是人体解剖结构的基础信息数据集.为了确定人体结构在三维空间中的准确定位以及在不同个体之间便于比较,文中提出和建立了可视化人体的整体坐标系统.以通过耻骨联合上缘中点的水平横切面为标准原点平面,将人体分为上、下部:上部包括头,颈、胸、腹、上臂、前臂等重要部位;下部包括骨盆、下肢和手.人体的整体坐标系可以确定人体重要结构的每一个体元的空间绝对坐标及相对坐标,在图像的分割、匹配、重建中起重要作用.通过坐标系统的变换,人体整体坐标系统可以方便地应用于临床的定位定量诊断,手术导航,放射定位治疗以及人体运动功能等领域的研究.     

太阳硬X射线成像望远镜模拟研究

调制准直器型太阳硬X射线成像望远镜是目前较为通用的太阳观测设备.空间调制望远镜是基于中心轴不旋转的望远镜,适用于3轴稳定的卫星.针对我国可能的太阳观测计划,给出并比较了两组空间调制望远镜的配置方案,然后利用GEANT4高能物理通用软件模拟实际光子的计数情况,使用MATLAB实现图像重建.比较模拟光子计数得到的重建图与几...     

Satellite-Based Assessment of the Extent and Changes in the Mangrove Ecosystem of the Niger Delta

This study was carried out with the primary aim of understanding how the mangrove ecosystem in the Niger Delta has been altered recently. Specifically, we determined the spatial extent of the mangrove forest in the Niger Delta using remotely sensed satellite data and estimated changes in the spatial extent of the forest from the mid-1980s through 2003. Overall, about 21,340 hectares of Mangrove forest was lost over the study period. Fieldwork confirmed that these losses were primarily due to urbanization, dredging activities, activities of the oil and gas industries, and the spread of Nypa Palm (Nypa frutican) plant species.     

三种遥感反演海岸线方法的实验对比分析

在分析海岸线提取算法基础上,以环渤海的Landsat7 ETM+影像为数据源,以基岩海岸线和淤泥质海岸线两种典型的海岸线为研究对象,采用Sobel边缘检测算法、阈值分割法和K最邻近分类算法进行海岸线提取实验。通过实验对比分析,归纳和总结了针对不同类型海岸线提取算法的适用性。     

Behavior of Weak Soils Reinforced with End-Bearing Soil-Cement Columns Formed by the Deep Mixing Method

This article reports on a series of small-scale, plane strain, 1 g physical model tests designed to investigate the bearing capacity and failure mechanics of end-bearing soil-cement columns formed via Deep Mixing (DM). Pre-formed soil-cement columns, 24 mm in diameter and 200 mm in length, were installed in a soft clay bed using a replacement method; the columns represented improvement area ratios, a_p, of 17%, 26%, and 35% beneath a rigid foundation of width 100 mm. Particle Image Velocimetry (PIV) was implemented in conjunction with close-range photogrammetry in order to track soil displacement during loading, from which the failure mechanisms were derived. Bearing capacity performance was verified using Ultimate Limit State numerical analysis, with the results comparing favorably to the analytical static and kinematic solutions proposed by previous researchers. A new equation for bearing capacity was derived from this numerical analysis based on the improvement area ratio and cohesion ratio of the soil column and ground model.