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1.
本文给出一种根据三斜距解算点的三维坐标的直接方法,无需初值、迭代及多值判断,非常适合计算机编程;给出的实用精度估算式能方便地实现根据三斜距计算待定点三维点位精度之目的;通过对其应用条件的讨论,提出了应用中的具体倾角限值,对指导实际工作具有重要意义。  相似文献   

2.
地面三维激光扫描仪测距精度检校试验研究   总被引:1,自引:0,他引:1  
地面三维激光扫描仪的精度对工程应用的影响以及对三维点云模型的建立与精度影响至关重要。根据六段解析模型设计合理有效的试验过程,采用徕卡C10三维激光扫描仪和拓普康测量仪器人GTS-902A获得试验数据,利用Matlab按照六段解析模型进行编程解算试验数据。研究结果表明:徕卡C10三维激光扫描仪在50m测距范围内精度在±4mm以内,超过50m距离精度呈离散趋势。  相似文献   

3.
目前轨道精调中后方交会点三维严密平差方法是以全站仪自由设站三维后方交会的斜距、水平角、天顶距三个观测值来列误差方程,通过间接平差,计算出全站仪的坐标中误差的过程,而在此计算过程并未考虑到CPIII点的误差的影响,针对这一问题,本文对顾及CPIII点精度的严密平差方法进行研究,推导了顾及CPIII点精度的严密平差的数学模型,并采用最小二乘配置原理,通过试验数据验证了后方交会点三维严密平差方法中考虑CPIII点精度的必要性。  相似文献   

4.
激光干涉测量三维点坐标的PDOP模型研究和应用   总被引:2,自引:0,他引:2  
激光跟踪仪的激光干涉测距精度可以达到0.5μm/m,利用激光干涉精密距离测量值可以建立高精度的三维控制网,点位误差受到测站点和定向点的空间几何分布影响。建立三维位置几何精度衰减因子模型,可以计算空间点的三维坐标测量精度随着空间位置的变化,估算激光干涉三维测距网的先验精度信息,避免不利测量位置,提高空间点测量精度。本文基于激光干涉三维测距网PDOP值计算模型,仿真计算了PDOP值的空间分布等值线模型,分析了体积值与PDOP值和点位误差的关系,并对实际算例进行了解算。  相似文献   

5.
张谦  李梦瑶  成晓强 《测绘科学》2019,44(1):112-117
针对三维激光点云配准中随机采样一致性(RANSAC)算法存在采样次数多、准确度低的缺点,该文提出了一种结合几何刚性和法向量一致性的点云配准算法。该算法通过改进采样策略降低采样次数并提升匹配精度,首先将点云的法向量信息加入采样集,使得每次的采样点从三对减少为两对;接着以两对采样点的刚性和法向量一致性计算置信度来确定当前采样是否置信;最后以迭代运算选取采样内点数最高的样本来估算变换矩阵实现点云精确配准。对激光三维点云进行配准试验,结果表明,本文方法在匹配效率及匹配性能上均优于传统RANSAC算法,且配准精度更高。  相似文献   

6.
针对纯几何意义下的三维短边测边网中观测时段、仪器结构、量高误差及气象参数等因素对测距的影响进行了分析研究,提出了旨在提高斜距测量精度的措施,并在以FAST为例的全组合精密测边三维网的设计中得到了有效检验,通过精度估算,满足了FAST几何基准控制网精度需求,也为类似的大型工程中的精密几何测量提供了参考。  相似文献   

7.
层析SAR技术可以根据获取的二维SAR影像来进行城市建筑物的三维重建,在不久的将来有望成为城市多维精密监测的重要技术工具。目前,层析SAR城市建筑物三维点云的精度还没有有效的验证方法。本文提出一种基于地面LiDAR三维点云数据来验证层析SAR三维点云数据精度的方法,通过将层析SAR和LiDAR的建筑物点云分割成不同立面,进而逐个面进行立面边界提取,并以LiDAR三维点云数据作为基准,将二者的建筑物几何特征进行对比,从而验证层析SAR城市建筑物三维点云的精度。实验选取盘古七星酒店层析SAR三维点云数据与LiDAR三维点云数据进行对比分析,结果表明基于LiDAR三维点云来验证层析SAR城市建筑物三维点云精度方法的有效性和适用性。  相似文献   

8.
在港口工程测量中,目前对斜桩定位的精度分析与估算方法论述较少,本文就控制斜桩平面扭角、竖角误差对桩位影响以及就位对桩位精度的影响等进行了理论的探讨和估算。  相似文献   

9.
本文根据影像正射纠正的基本原理和方法,提出了无控制点条件下的影像正射纠正理论估算公式,并据此公式对无控制条件点下的影像进行正射纠正理论精度估算,表明了在SRTMDEM支持下进行SPOT影像正射纠正具有较高的精度。并按此方法对杭州、重庆和大庆三个不同地形的区域制作DOM,然后利用我国1:1万地形图对其进行精度评定,实验结果证明正射纠正精度估算公式正确,同时利用SRTMDEM对SPOTHRG进行正射纠正得到的影像能够满足1:50000测图精度的要求。  相似文献   

10.
近年来,随着三维计算机视觉的发展,三维点云深度学习方法得到越来越多学者的关注。然而,目前大多数三维点云深度学习方法仅在标准数据集上进行精度和性能评估,这些方法在设计过程中通常会根据特定数据集设定特定的学习策略以达到最佳点云分类精度,从而影响模型的泛化能力。在三维点云深度学习方法的遥感应用中,往往会出现诸如复杂的网络模型方法并不一定取得更好的数据处理精度,以及原始网络模型学习策略并不一定获得最优结果等问题。对此,为了探究学习策略对三维点云深度学习方法在实际遥感应用的影响,文中以机载多光谱LiDAR点云分类应用为例,以深度学习经典模型PointNet++为主,在分析当前学习策略的基础上构建一套较为通用的深度学习策略,以提高点云分类精度的稳定性和鲁棒性。机载多光谱LiDAR点云分类实验表明,学习策略对于点云分类精度影响不容忽视,学习策略的调整可以有效地提高模型对海量三维点云分类能力。  相似文献   

11.
GPS与地面测量数据的三维联合平差   总被引:15,自引:4,他引:15  
本文论述了GPS网在国家或局部坐标系中的三维联合平差与约束平差的函数框民随机模型,讨论了GPS网三维平差中的数据处理过程和某些处理技术,这些都是在GPS网平差中实用的和必不可少的。最后还介绍了根据这一数学模型所研制的平差软件的某些功能和特点。  相似文献   

12.
3维管线建模与可视化是构建数字城市及实现管线管理信息系统中不可缺少的重要组成部分。本文介绍了利用初始点集构造管线衔接处3维模型的基本步骤,着重对OpenGL 3维管线复杂衔接处3维建模的关键问题进行了探讨。最后用实验对本文提出的理论进行了验证。实验表明,利用简单3维几何变换及基准面旋转的方法可以高效便捷地实现各种复杂管线衔接处的3维可视化,并在实际运用中取得了较好的效果。  相似文献   

13.
14.
The minimax hub location problem sites a facility to minimize the maximum weighted interaction cost between pairs of fixed nodes. In this paper, distances are represented by a rectilinear norm and may be suited to factory layout or street network problems. The problem is already well known (in 2-D) as the round trip location problem and is extended to 3-D in this paper. One rationale for the solution method is based on an extension of the geometric arguments used to solve the minimax single facility location problem. Suppose a budget is provided for interactions, and that each interaction must be accomplished for no more than this cost. The algorithm uses a bi-section search for the feasible budget until it finds the expenditure needed to provide for these flows. The extension in the present paper is that the nodes are permitted to be on different layers (levels). This 3-D version of the problem appears to be a new variant of the hub model. The models and solution techniques developed in the paper are illustrated using a small 55 node problem. Because of a relatively efficient implementation of the bi-section search, the algorithm in 2-D and 3-D is also applied successfully to a 550 node problem.
M. E. O’KellyEmail:
  相似文献   

15.
《测量评论》2013,45(96):75-81
Abstract

Because it was necessary to calculate the longitude many times from observed ex-meridian zenith distances, it was considered advisable to examine the various methods for achieving this in order to find which method was the most efficient.  相似文献   

16.
Light detection and ranging (lidar) technologies provide a practical solution to 3-D terrain mapping through laser ranging and scanning technologies. A lidar footprint, which is the critical parameter describing the size of laser sampling area, varies with the scanning geometry and the local topography encountered. Integrating the effects of the scanning geometry and terrain orientations, this letter analyzes the intersection geometry of a laser beam and the terrain and develops a set of rigorous generalized footprint equations on inclined terrain for both across-track and Palmer scanning systems.   相似文献   

17.
PHOTOGRAMMETRY AND THE SCANNING ELECTRON MICROSCOPE   总被引:1,自引:0,他引:1  
The scanning electron microscope forms images of the surfaces of objects located in a vacuum specimen chamber. A fine beam of electrons scans the surface in synchronism with a cathode ray tube whose spot brightness is modulated by the secondary electron signal emanating from the specimen. The system is capable of giving a large depth of focus and thus allows different projections of the specimen to be photographed by tilting the specimen between successive exposures. From a knowledge of the geometry of the projection (which is central or perspective, but may be justifiably treated as a parallel or orthogonal case for high magnification images), it is therefore possible to proceed to three dimensional analyses from the measurement of parallaxes. Part I of this paper deals with the practical problems resulting from mechanical design limitations of specimen stages and plotting instruments, as well as the nature and sources of image distortions. Part II deals with the practical features of the successful plotting instruments designed especially for the solution of a standardised scanning electron microscope problem in which the magnification of the two members of a stereoscopic pair of images is held constant, the angle of divergence of the peripheral “rays” of the projection from the central “ray” is assumed to be negligible (which is the case for high magnification images) and the tilt angle difference between the two specimen attitudes is constant.  相似文献   

18.
利用免棱镜测绘技术测量廊桥立面,通过测站改正、互换数据列等方法编辑处理,使假定坐标系下三维坐标数据转换成实用正立面数据,达到直接展点绘图目的。经点位精度分析,得出此种方法满足廊桥立面测量的精度要求。  相似文献   

19.
Post-war survey photography provides a detailed record of the great changes which have occurred in this period. Pictures of urban expansion, land reclamation, quarrying and infilling and industrial decline can be seen in three dimensions and be measured and analysed. The record of change is of great practical significance to engineers.  相似文献   

20.
The three-dimensional (3-D) resection problem is usually solved by first obtaining the distances connecting the unknown point P{X,Y,Z} to the known points Pi{Xi,Yi,Zi}i=1,2,3 through the solution of the three nonlinear Grunert equations and then using the obtained distances to determine the position {X,Y,Z} and the 3-D orientation parameters {,, }. Starting from the work of the German J. A. Grunert (1841), the Grunert equations have been solved in several substitutional steps and the desire as evidenced by several publications has been to reduce these number of steps. Similarly, the 3-D ranging step for position determination which follows the distance determination step involves the solution of three nonlinear ranging (`Bogenschnitt') equations solved in several substitution steps. It is illustrated how the algebraic technique of Groebner basis solves explicitly the nonlinear Grunert distance equations and the nonlinear 3-D ranging (`Bogenschnitt') equations in a single step once the equations have been converted into algebraic (polynomial) form. In particular, the algebraic tool of the Groebner basis provides symbolic solutions to the problem of 3-D resection. The various forward and backward substitution steps inherent in the classical closed-form solutions of the problem are avoided. Similar to the Gauss elimination technique in linear systems of equations, the Groebner basis eliminates several variables in a multivariate system of nonlinear equations in such a manner that the end product normally consists of a univariate polynomial whose roots can be determined by existing programs e.g. by using the roots command in Matlab.Acknowledgments.The first author wishes to acknowledge the support of JSPS (Japan Society of Promotion of Science) for the financial support that enabled the completion of the write-up of the paper at Kyoto University, Japan. The author is further grateful for the warm welcome and the good working atmosphere provided by his hosts Professors S. Takemoto and Y. Fukuda of the Department of Geophysics, Graduate School of Science, Kyoto University, Japan.  相似文献   

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