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1.
In traditional GPS-supported aerotriangulation, differential GPS (DGPS) positioning technology is used to determine the 3-dimensional coordinates of the perspective centers at exposure time with an accuracy of centimeter to decimeter level. This method can significantly reduce the number of ground control points (GCPs). However, the establishment of GPS reference stations for DGPS positioning is not only labor-intensive and costly, but also increases the implementation difficulty of aerial photography. This paper proposes aerial triangulation supported with GPS precise point positioning (PPP) as a way to avoid the use of the GPS reference stations and simplify the work of aerial photography.Firstly, we present the algorithm for GPS PPP in aerial triangulation applications. Secondly, the error law of the coordinate of perspective centers determined using GPS PPP is analyzed. Thirdly, based on GPS PPP and aerial triangulation software self-developed by the authors, four sets of actual aerial images taken from surveying and mapping projects, different in both terrain and photographic scale, are given as experimental models. The four sets of actual data were taken over a flat region at a scale of 1:2500, a mountainous region at a scale of 1:3000, a high mountainous region at a scale of 1:32000 and an upland region at a scale of 1:60000 respectively. In these experiments, the GPS PPP results were compared with results obtained through DGPS positioning and traditional bundle block adjustment. In this way, the empirical positioning accuracy of GPS PPP in aerial triangulation can be estimated. Finally, the results of bundle block adjustment with airborne GPS controls from GPS PPP are analyzed in detail.The empirical results show that GPS PPP applied in aerial triangulation has a systematic error of half-meter level and a stochastic error within a few decimeters. However, if a suitable adjustment solution is adopted, the systematic error can be eliminated in GPS-supported bundle block adjustment. When four full GCPs are emplaced in the corners of the adjustment block, then the systematic error is compensated using a set of independent unknown parameters for each strip, the final result of the bundle block adjustment with airborne GPS controls from PPP is the same as that of bundle block adjustment with airborne GPS controls from DGPS. Although the accuracy of the former is a little lower than that of traditional bundle block adjustment with dense GCPs, it can still satisfy the accuracy requirement of photogrammetric point determination for topographic mapping at many scales.  相似文献   

2.
The historical development of analytical aerial triangulation block adjustment is mentioned by way of introduction. The advantages of separating the plan and height adjustments are given and the observation equations of a typical adjustment section are analysed to show that this convenient practice is justified in normal circumstances. The principles of a direct solution of the normal equations suitable for a moderate-sized computer, are explained and developed in detail for the height adjustment. The advantages of tie-strips in the height adjustment are demonstrated and the difficulties which then arise are discussed. An approximate method which overcomes these difficulties is developed. Details of the computer programmes used are given in Appendix B.  相似文献   

3.
耿迅  杨天克  缪剑 《测绘科学》2010,35(4):65-67
由于机载GPS获取的数据是WGS84坐标系,定向测图时首先要进行坐标转换。本文讨论了7参数平面转换模型与GPS水准测量拟合高程异常的方法,研究了数字航空摄影测量的像控点布设问题,并对数字航空摄影测量只在测区四角布设控制点即可满足空三精度要求的观点进行了分析。实验结果表明,机载三线阵航空摄影测量中高精度的7参数转换与似大地水准面精化成果是获取高精度空三的前提。  相似文献   

4.
The author explains a simple semi-graphic method of block adjustment of aerial triangulation from transformed strip co-ordinates.  相似文献   

5.
单位四元数在航空摄影测量解算中的应用与实践   总被引:2,自引:0,他引:2  
季顺平  吴珍丽 《测绘科学》2010,35(1):44-46,63
研究了单位四元数方法在航摄空中三角测量各个步骤中的应用,并对其算法稳定性和适用性作了评价。首先叙述了基于单位四元数构造旋转矩阵的方法,及基于单位四元数的相对定向模型的建立和解求方法;构建了基于单位四元数的光束法区域网平差模型。然后利用大量实际航空影像数据进行了相对定向和光束法区域网平差试验,并同传统的基于欧拉角构建旋转矩阵的方案进行了比较。试验结果表明,在相对定向试验中,若采取P-H算法,只需要最少控制点就能保证所有试验数据均可得到正确的解。而在光束法平差中,基于单位四元数的方法比传统方法的稳定性差,对摄影比例尺和控制点的数量较为敏感,导致部分试验数据无法正确收敛。  相似文献   

6.
Eight aerial triangulation block adjustment systems were tested using two blocks of Ordnance Survey data. The iterative relaxation methods could not cope with the standard patterns of control. Bundle methods, especially with additional parameters, gave significantly better results than model adjustments. Ease of data handling and clarity of output are considered to be more important factors than absolute accuracy in choosing a block adjustment system.  相似文献   

7.
介绍空三加密更新测量实际上就是利用已成图的旧控制成果资料,在将要更新成图与新飞的航片上,利用原有的旧像控点成果再适当布测少部份新像控点,通过现有的自动空三选点量测AAT3.4及光束法区域网平差PATB-NT软件系统进行空三加密更新量测、平差、解算作业的过程。本方案在是否能达到航测大比例尺1∶1000的数字化成图的精度要求上进行了实际探讨与论述。  相似文献   

8.
简要介绍了以航线为单元 ,通过相位平滑递推算法在航求解双差载波相位观测量整周相位模糊度 ,进而确定各摄站空间位置的无初始化GPS动态定位原理 ,对某测区一组实际航摄资料进行GPS数据处理和GPS辅助光束法区域网平差 ,证实所介绍的算法是正确的、有效的 ,所获取的GPS摄站坐标可满足空中三角测量的精度要求 ,并且用该数据与经初始化GPS动态定位获取的GPS摄站坐标数据进行GPS辅助光束法区域网平差的总体精度是完全一致的。  相似文献   

9.
This paper addresses aspects of relative observational weighting for GPS camera station positions, ground control and image co-ordinate data in GPS aerial triangulation. Weighting implications for different control point and drift parameter scenarios are discussed, a two stage adjustment/transformation procedure is proposed and the implications of observational weighting on triangulation precision are reviewed. Bundle block adjustment results from a 626 photograph, 1650 point GPS aerial triangulation project are presented to illustrate the outcomes of different weighting and ground control strategies.  相似文献   

10.
采用区域网平差的方法进行合成孔径雷达干涉测量(interferometric synthetic aperture radar,InSAR)干涉参数定标,是减小大区域、多个干涉像对重叠处反演高程差异的有效方法。为了提高InSAR区域网平差的答解效能,设计一种利用史赖伯规则的机载InSAR区域网平差干涉参数定标方法。该方法利用史赖伯规则,由连接点误差方程式构建等效误差方程式,可有效减小法方程系数矩阵大小,降低对计算机配置的要求,提高平差的答解效能。采用我国机载双天线InSAR数据进行干涉参数定标试验,改化前后两种方案,干涉参数定标结果没有明显变化,改化后的平差耗时均值减小了,验证了利用史赖伯规则的机载InSAR区域网平差干涉参数定标的正确性和有效性。  相似文献   

11.
研究非量测CCD数码相机应用于航空摄影测量的技术方法.采用基于自检校光束法平差严格标定非量测CCD数码相机;提出基于相对定向、三视张量、自由光束法平差、区域网光束法平差的空中三角测量流程.实验表明,严格标定的数码相机,可以应用于大比例尺航空摄影测量.  相似文献   

12.
城区铅垂线辅助空中三角测量研究   总被引:2,自引:0,他引:2  
根据灭点理论建立了铅垂线辅助空中三角测量理论模型,讨论了控制点的分布和旁向重叠度对附加铅垂线约束的空中三角测量的精度与可靠性的影响,最后结合实际数据对上述铅垂线辅助空中三角测量理论分析结果进行了试验验证。试验结果表明,铅垂线约束可以作为一种控制条件,引入城区航空影像的空中三角测量,以减少传统空三所需的高程控制点数,为城区航空影像的空中三角测量解算提供了一种新的思路。  相似文献   

13.
Some methods of adjusting the vertical height errors produced in a strip of aerial triangulation are discussed and a semi-graphic method of adjustment suggested.  相似文献   

14.
Complete Automation of Digital Aerial Triangulation   总被引:1,自引:0,他引:1  
Automatic digital aerial triangulation is reviewed. It depends essentially on the automatic selection and transfer of tie points by digital image processing. The MATCH-AT system is briefly sketched. Its basic design parameters are feature based matching, use of tie point clusters and integrated block adjustment. The system runs almost completely in batch mode, with as little interactive interference as possible. Some test results are discussed which confirm the general expectation that automatic digital aerial triangulation is faster, more precise and less costly than conventional aerial triangulation.  相似文献   

15.
ADS40机载数字传感器平差数学模型及其试验   总被引:9,自引:0,他引:9  
赵双明  李德仁 《测绘学报》2006,35(4):342-346
ADS40是一种集成POS的新型高分辨率机载三线阵扫描数字传感器,飞行过程同步记录影像数据和POS数据。POS的精度不能满足高精度的制图应用,要获取更高精度、更高可靠性的定向数据,必须进行空中三角测量。从共线条件方程出发,结合线阵影像的成像特点,用两种方法推导并建立光束法平差的数学模型并给出试验结果。  相似文献   

16.
针对河道带状复杂地形布设控制点困难的问题及高精度的测量要求,本文探讨了一种结合PPK技术的无人机免像控河道测量方法。以DJI Phantom 4 RTK无人机为研究对象,分析了基于PPK的高精度POS辅助空三测量、相机镜头畸变纠正和航线设计等影响航测精度的关键技术,利用UAV-PPK软件对地面基站与无人机POS数据进行事后差分解算,获取高精度POS数据辅助空中三角测量。结合安徽省庄墓河河道治理工程进行试验,结果表明,基于PPK的免像控无人机航测获取了更高精度POS数据且成图精度满足河道1:500大比例尺测图要求。PPK辅助无人机航测提高了复杂地形测绘精度,为后续河道整治工作提供了更加精准的地形数据。  相似文献   

17.
郑亮  王刊生 《测绘通报》2017,(11):139-143
针对无人机航空摄影测量地面控制点多的问题,介绍了一种无人机影像空中三角测量方法,基于动态精密单点定位,使用单台GNSS接收机获得高精度摄站点三维坐标,地面无需架设GNSS基站。通过平地、山地公路项目试验,分析了稀少控制条件下的控制点布设方法及空三加密精度,少量地面控制点即可满足1:2000比例尺地形图的精度要求,极大减少了内、外业工作量,简化了无人机航空摄影作业方式。  相似文献   

18.
《测量评论》2013,45(29):406-413
Abstract

This paper reviews and elaborates the application of the “Method of Systematic Relaxation of Constraints”, originally devised by R. V. Southwell for the calculation of the forces in frameworks, to the problem of the adjustment of survey networks to conform to the condition of least squares. The method is illustrated by the solution of a simple example of a triangulation network, and its application to larger surveys is discussed.  相似文献   

19.
卫星像片姿态数据是无地面控制条件下像片空间三角测量的关键数据,在区域网整体平差计算中,它能有效抑制系统误差的累积,从而精确测定无地面控制区域的目标和控制网点坐标。本文简要介绍了卫星恒星像片姿态计算的基本原理,利用模拟数据进行了姿态角整体可靠性和整体精度指标的分析试验,实际处理了若干恒星像片,对姿态角计算精度进行了统计分析。文章最后对卫星像片姿态数据用于卫星像片空中三角测量进行了计算分析,结果表明有像片姿态角控制时能有效地消除系统误差累积,提高了整体精度。  相似文献   

20.
IMU/DGPS辅助的大跨度航线区域网平差精度分析   总被引:1,自引:0,他引:1  
满燕  罗瞳 《地理空间信息》2010,8(3):86-87,89
试验无控制和稀少控制条件下IMU/DGPS辅助的大跨度航线区域网平差,讨论IMU/DGPS辅助的大跨度航空摄影测量的精度情况;并通过与传统空中三角测量的对比,分析IMU/DGPS辅助的航测技术在节省外业控制方面的优势。  相似文献   

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