ADS40线阵影像空中三角测量数据处理与精度分析方法

讨论了线阵影像空三数据处理中的自动连接点匹配、粗差剔除、方差分量估计、GPS/IMU观测值权值设置、坐标转换等问题,归纳了ADS40空三精度分析方法及相应技术指标。通过实际生产项目对机载线阵影像的空三精度进行了分析,获得了满意的空三精度。     

IMU/GPS辅助ADS80数字航空摄影测量系统的技术研究

详细介绍了IMU/GPS辅助ADS80数字航空摄影测量系统的基本参数和影像数据结构,对ADS80数据的空三加密精度、坐标系转换等生产中需要注意的问题进行了研究探讨,总结出ADS80数字航空摄影测量系统的多项技术特点。     

大比例尺地形图航测成图航空摄影比例尺的选择

由生产实践的体会 ,探讨在进行大比例尺地形图测绘时 ,如何根据仪器装备、作业方法、地区类别及成图技术水平等等因素来确定航空摄影比例尺。     

浅谈Pleiades卫星遥感影像在基础测绘中的应用

主要探讨了Pleiades卫星遥感影像在1∶10 000基础测绘实际生产中的应用。重点阐述了利用该卫星遥感影像在像控点布设、外业施测、空三加密所取得的结果及通过外业实测地物点检查DOM并进行精度分析。     

无人机影像快速拼接改进

无人机摄影测量过程中具有相对航高较低,航行姿态不稳定,所获影像分辨率高,数量大等的特点,在影像拼接过程中涉及多张影像,其拼接误差会随拼接影像的数量增加而增大,其误差影响不容忽视。本文在对无人机影像拼接误差进行详细分析的基础上,在SIFT算法的基础上,通过确定合适的高斯核尺寸,采用分块匹配的策略,用L-M非线性最小二乘平差法在匹配过程中进行误匹配的剔除,实验结果表明,该方法对无人机影像的快速拼接效率和精度均有改进。     

特高压交流工程施工全景管控系统研究

特高压交流输变电工程输送距离长,建设规模大,施工安全风险大,文明施工和环保水保要求高,建设管理难度增大。本文以淮南-南京-上海1 000 k V交流特高压工程为例,集成应用地理信息系统、三维可视化和IT等技术,对施工现场实施无人机航摄,开展特高压工程施工安全管控系统研究[1-6],实现施工现场的安全、质量、环保水保和通道清理信息的管控,使建设管理人员全面地掌握施工现场信息,进一步提高基建管理水平。     

浅议基于PixelGrid的无人机空中三角测量常见问题及解决方法

目前,使用无人机进行数字航空摄影测量的应用越来越广泛,已经逐步成为生产大比例尺4D产品的主流手段,本文主要介绍使用Pixel Grid高分辨率遥感影像一体化测图系统进行无人机空中三角测量的主要技术难点和处理方法,以便更有效、自主地进行测绘产品的生产和应用。     

浅析AATM/PAT-B在生产中的应用

文章主要从实际应用的角度出发 ,介绍了自动空中三角测量AATM /PAT -B系统的作业流程以及实际作业当中应特别注意的一些问题 ;总结了AATM/PAT -B系统在实际应用中的主要优点     

RTK技术在瓦房店市像控点测量中的精度分析

通过RTK在瓦房店市1∶1 000地形图像控点测量中的应用,介绍了RTK做像控点测量的模式和方法,尤其对转换参数的求解以及测量的精度分析做了详细的论述,其结果表明,RTK测量完全能满足1∶1 000地形图的像控点测量精度要求.     

Evaluation of the controls affecting the quality of spatial data derived from historical aerial photographs

This paper is concerned with the fundamental controls affecting the quality of data derived from historical aerial photographs typically used in geomorphological studies. A short review is provided of error sources introduced into the photogrammetric workflow. Data‐sets from two case‐studies provided a variety of source data and hence a good opportunity to evaluate the influence of the quality of archival material on the accuracy of coordinated points. Based on the statistical weights assigned to the measurements, precision of the data was estimated a priori, while residuals of independent checkpoints provided an a posteriori measure of data accuracy. Systematic discrepancies between the two values indicated that the routinely used stochastic model was incorrect and overoptimistic. Optimized weighting factors appeared significantly larger than previously used (and accepted) values. A test of repeat measurements explained the large uncertainties associated with the use of natural objects for ground control. This showed that the random errors not only appeared to be much larger than values accepted for appropriately controlled and targeted photogrammetric networks, but also small undetected gross errors were induced through the ‘misidentification’ of points. It is suggested that the effects of such ‘misidentifications’ should be reflected in the stochastic model through selection of more realistic weighting factors of both image and ground measurements. Using the optimized weighting factors, the accuracy of derived data can now be more truly estimated, allowing the suitability of the imagery to be judged before purchase and processing. Copyright © 2010 John Wiley & Sons, Ltd.