基于ECR与ECI星历数据的遥感影像定位

经典的共线方程中物方坐标系建立在地球表面,在航天摄影测量中,地面摄影测量坐标系的应用,增加了不同类型测量数据间联合处理的难度,限制了影像数据摄影测量处理的空间范围。本文介绍了基于视线方向的影像对地定位算法原理,并以此为基础建立了地心系下的航天影像摄影测量共线方程。针对地固地心系和空固地心系下星历数据的不同点,建立了基于两种地心系下星历数据的航天遥感影像定位严密模型,并对两种模型中偏流角处理的不同点进行了分析,最后给出了一个应用试验。     

基于多基线数字近景摄影测量测制1:500地形图的应用研究

主要阐述了基于多基线数字近景摄影测量技术测制1∶500地形图的的可行性、成图流程和成图精度等,并阐述了生产过程中各个方面的技术难点及其解决方法和建议。试验结果表明,该方法可行、精度可靠,但是有其局限性。     

一种地形变化检测与DEM更新的方法研究

提出了一种使用旧时期的DEM和最新的航摄资料检测地形变化,同时更新DEM的方法。利用陕西省两个地区的数据对该方法进行了验证,结果表明变化检测和数据更新的精度比较理想。与现有的生产流程相比,该方法在效率方面有明显的优势,对原始数据的要求较低,最终的产品更加丰富,方法也更加稳健和自动化。     

昆山市政府广场三维可视化解决方案

基于大比例尺航空立体相对提出昆山市政府及周边建筑群的建模方案,采用VirtuoZo数字摄影测量系统提取地面要素信息,在IMAGIS三维可视化地理信息系统下进行三维模型重建和编辑,在此基础上形成由CAD、GIS、三维影像数据集成的城市三维可视化处理方法,实现对三维场景进行实时漫游,并将漫游过程录制成动画,在Premiere中完成音频视频合成制作,形成最终多媒体产品。     

DMC影像在数字摄影测量中的应用

介绍了DMC影像数据的特点,通过与传统扫描影像的比较,介绍了DMC影像在数字摄影测量中的应用。     

GPS辅助数字摄影测量

数码相机在航空摄影测量中的应用,没有了传统胶片的冲洗等后处理过程,拍摄完毕马上就能对拍摄的影像质量以及拍摄有无漏洞进行检查,这就使得航摄作业快速、灵活、方便。GPS与数码相机结合应用于摄影测量将极大地减少航摄地面控制测量的工作量,这必将大力促进数码相机在摄影测量中的应用。     

非量测相机在南极大比例尺成图中的应用

非量测相机在各个领域得到了广泛的应用,而应用于航空摄影测量中还是一个新的尝试。本文通过在南极航摄中的应用试验,阐明了非量测相机应用于大比例尺测图成图是可行的,精度能够满足工程建设的需要。     

摄影测量数据库的设计与建立

摄影测量数据库主要存储和管理数字地图成果数据，包括数字高程模型数据（DEM）、数字矢量地图数据（DLG）、数字影像地图数据（DOM）和数字栅格地图数据（DRG）。本文主要介绍了摄影测量数据库的设计、建立以及应用分析等内容。     

Combined Digital Photogrammetry and Time-of-Flight Laser Scanning for Monitoring Cliff Evolution

Although cliffs form approximately 75% of the world's coastline, the understanding of the processes through which they evolve remains limited because of a lack of quantitative data on the morphological changes they undergo. In this paper the combination of terrestrial time-of-flight laser scanning with high-resolution digital photogrammetry is examined to generate high-quality data-sets pertaining to the geomorphic processes governing cliff development. The study was undertaken on a section of hard rock cliffs in North Yorkshire, UK, which has been monitored over a 12-month period. High-density, laser-scanned point clouds have been used to produce an accurate representation of these complex surfaces, free from the optical variations that degrade photographic data. These data-sets have been combined with high-resolution photographic monitoring, resampled with the fixed accuracies of the terrestrial laser survey, to generate a new approach to recording the volumetric changes in complex coastal cliffs. This has led to significant improvements in the understanding of the activity patterns of coastal cliffs.     

Hyper Redundancy for Accuracy Enhancement in Automated Close Range Photogrammetry

A generic network design in close range photogrammetry is one where optimal multi-ray intersection geometry is obtained with as few camera stations as practicable. Hyper redundancy is a concept whereby, once the generic network is in place, many additional images are recorded, with the beneficial impact upon object point precision being equivalent to the presence of multiple exposures at each camera position within the generic network. The effective number of images per station within a hyper redundant network might well be in the range of 10 to 20 or more. As is apparent when it is considered that a hyper redundant network may comprise hundreds of images, the concept is only applicable in practice to fully automatic vision metrology systems, where it proves to be a very effective means of enhancing measurement accuracy at the cost of minimal additional work in the image recording phase. This paper briefly reviews the network design and accuracy aspects of hyper redundancy and illustrates the technique by way of the photogrammetric measurement of surface deformation of a radio telescope of 26 m diameter. This project required an object point measurement accuracy of σ  = 0·065 mm, or 1/400 000 of the diameter of the reflector.