多测绘技术手段与遗址保护

采用全站仪离散点测量、三维激光扫描、无人机航拍对大型古遗址进行数据采集,分析了各种测绘手段的作业方法及流程,得到一系列测绘成果,并利用三维浏览软件实现遗址的三维展示,为遗址修缮与保护提供了数据支持。     

基于INPHO平台对无人机空中三角测量的研究与应用

无人机因其机动灵活、成本低、具有快速响应能力成为航空摄影测量新模式,在最近几年里发展迅速,成为航空摄影测量领域引人注目的亮点。本文以无人机数据为基础,依托INPHO平台,从空中三角测量的原理、生产流程、实验数据的准备与分析、精度评定等方面进行研究,总结出无人机空中三角测量的处理流程和方法技巧,供同行参考。     

无人机航拍摄影获取大比例尺DOM的研究

在我国各领域信息化建设均飞速发展的形势下,无人机航拍摄影技术以其无人化、全自动化、高效率化、高分辨率化的优势,成为航空遥感的主要发展趋势之一。本文简述了法门寺景区1:2 000数字正射影像(DOM)的实际生产,以实践为基础对无人机航拍摄影的具体应用进行研究探讨,并通过对成果数据的精度分析,验证了无人机航拍摄影技术在实际应用中具有可行性。     

GNSS/INS辅助空三在大比例尺低空摄影测量中的研究

利用小型低空航摄平台和非量测小相幅相机,搭载动态GNSS/INS组合系统进行空三加密,研究无人机搭载GNSS/INS辅助在不同分辨率、不同基线数量条件下的像控点布设以及空三加密,并对其平面精度、高程精度进行分析,以实现利用少量地面控制点进行大比例尺地形图测图。     

构架航线对无人机影像区域网平差精度影响分析

与三角翼相比,无人机航摄影像像幅小、模型连接性差、质量轻、航摄时姿态不稳定;这些因素导致无人机航摄影像成图精度较差。为了解决该问题,传统航测方法在每两张航摄影像间布设大量控制点,增强模型刚性;GPS辅助空中三角测量通过提高曝光点的点位精度,可以减少控制点的个数,但是由于无人机像幅小,控制点约束范围小,因而仍然需要大量的控制点。针对以上问题,文章在GPS辅助空中三角测量的基础上,通过布设架构航线,进而实现增加影像之间的重叠度,增强模型刚性的目的,从而实现在减少控制点个数的同时,保证无人机航摄影像区域网平差精度的提高。实验表明,该方法与单纯的依赖GPS辅助空三技术相比,在精度相近的基础上能够减少约50%的控制点布设数量,大大减少了外业工作量。     

SURF算法在无人机倾斜摄影测量三维建模中的应用

针对无人机倾斜摄影测量影像的特点,采用一种影像特征点自动提取匹配算法,解决影像之间的比例尺不一致、分辨率不一致等问题,实现影像的自动精确匹配,最终构建具有精确地理信息的三维模型。实验结果表明构建的三维模型满足数字城市建设的需求,可为城市基础设施建设提供一种科学可靠的依据。     

无人机影像三维重建在沙丘形态监测中的应用

沙丘形态监测对开展土地沙化防治工作具有重大意义。应用无人机,分别在2016年7月、2017年3月、7月和9月对青海湖克土沙区4个沙丘进行影像采集,借助PhotoScan软件进行三维重建生成高分辨率的沙丘正射影像和DEM数据,使用ArcGIS软件获取沙丘形态参数并分析变化。实验结果表明：基于无人机影像监测沙丘形态,具有可行性和准确性,正射影像精度较高,DEM数据通过校正后可正确反映沙丘形态,为逐天高精度监测变化提供了可能。     

像控布设方案对无人机航测精度影响的测试

结合实际的飞行试验,采用了5种像控布设方案,对无人机数码相机影像经纠正后直接进行立体建模测图或空三加密之后进行立体测图,然后进行实地精度检核,分析各种像控布设方案对工作效率和测图精度的影响,寻找出最佳的像控布设方案,对无人机航测进行1:000大比例尺高精度测图的可行性和发展方向进行展望。     

APPLICATION OF UAVLS TO RAPID GEOLOGICAL SURVEYS

Three-dimensional scanning with LiDAR has been widely used in geological surveys. The LiDAR with high accuracy is promoting geoscience quantification. And it will be much more convenient, efficient and useful when combining it with the Unmanned Aerial Vehicle (UAV). This study focuses on UAV-based Laser Scanning (UAVLS)geological field mapping, taking two examples to present advantages of the UAVLS in contrast with other mapping methods. For its usage in active fault mapping, we scanned the Nanpo village site on the Zhangxian segment of the West Qinling north-edge fault. It effectively removed the effects of buildings and vegetation, and uncovered the fault trace. We measured vertical offset of 1.3m on the terrace T₁ at the Zhang river. Moreover, we also scanned landslide features at the geological hazard observatory of Lanzhou University in the loess area. The scanning data can help understand how micro-topography affects activation of loess landslides. The UAVLS is time saving in the field, only spending about half an hour to scan each site. The amount of average points per meter is about 600, which can offer topography data with resolution of centimeter. The results of this study show that the UAVLS is expected to become a common, efficient and economic mapping tool.     

Application of Structure‐from‐Motion photogrammetry to river restoration

Structure‐from‐Motion (SfM) photogrammetry is now used widely to study a range of earth surface processes and landforms, and is fast becoming a core tool in fluvial geomorphology. SfM photogrammetry allows extraction of topographic information and orthophotos from aerial imagery. However, one field where it is not yet widely used is that of river restoration. The characterisation of physical habitat conditions pre‐ and post‐restoration is critical for assessing project success, and SfM can be used easily and effectively for this purpose. In this paper we outline a workflow model for the application of SfM photogrammetry to collect topographic data, develop surface models and assess geomorphic change resulting from river restoration actions. We illustrate the application of the model to a river restoration project in the NW of England, to show how SfM techniques have been used to assess whether the project is achieving its geomorphic objectives. We outline the details of each stage of the workflow, which extend from preliminary decision‐making related to the establishment of a ground control network, through fish‐eye lens camera testing and calibration, to final image analysis for the creation of facies maps, the extraction of point clouds, and the development of digital elevation models (DEMs) and channel roughness maps. The workflow enabled us to confidently identify geomorphic changes occurring in the river channel over time, as well as assess spatial variation in erosion and aggradation. Critical to the assessment of change was the high number of ground control points and the application of a minimum level of detection threshold used to assess uncertainties in the topographic models. We suggest that these two things are especially important for river restoration applications. Copyright © 2016 John Wiley & Sons, Ltd.