共查询到20条相似文献，搜索用时 15 毫秒
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This paper presents all the stages involved in the procedure for the determination of the shape of a fuel assembly, which is an essential part of a nuclear power plant and can only be handled underwater. Phototriangulation is used to obtain orientation elements, taking into account light refracting surfaces. Stereomodels are then set up for analytical restitution and the shape parameters for the object can be obtained. The project is a typical example of high precision underwater photogrammetry. 相似文献
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Underwater photogrammetry provides an efficient nondestructive means for measurement in environments with limited accessibility. With the growing use of consumer cameras, its application is becoming easier, thus benefiting a wide variety of disciplines. However, utilizing cameras for underwater photogrammetry poses some nontrivial modeling problems due to refraction effect and the extension of the imaging system into a unit of both the camera and the protecting housing device. This paper studies the effect that the underwater environment has on the photogrammetric process, and proposes a model for describing the geometric distortions and for estimating the additional parameters involved. The proposed model accounts not only for the multimedia effect, but also for inaccuracies related to the setting of the camera and housing device. The paper shows that only a small number of additional parameters is needed to model both elements and to preserve the collinearity relation. The results show that no unique setup is needed for estimating the additional parameters and that the estimation is insensitive to noise or first approximations. Experiments show that high levels of accuracy can be achieved. 相似文献
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随着无人机与新型航拍技术的发展,无人机倾斜摄影技术在大范围地形数据采集过程中发挥了重要作用,三维测绘相关研究得到了极大的促进。而针对水利行业所需的水上地形与水下地形一体化生产过程的研究相对较少。本文布设统一控制点,采用固定翼无人机倾斜摄影测量技术进行水上地形测绘,应用RTK配合测深仪在船上进行水下河道三维地形数据采集,对于涉河建筑物采用BIM软件进行参数化建模。最后,针对水上地形数据,水下河道地形数据及建筑物三维模型进行融合处理,得到水上水下一体化三维河道场景,搭建Cesium平台进行三维展示。其研究成果可为水上水下一体化测绘与可视化提供技术帮助,有助于推进智慧水利的应用发展。 相似文献
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一种更严密的双介质立体摄影测量折射改正算法 总被引：1，自引：0，他引：1
提出一种更严密的双介质立体摄影测量物方坐标折射改正算法。该算法用水下目标的空中同名直线光线公垂线段的中点作为摄影测量交会点的理论位置,解决了空中同名直线光线延长线不相交情况下摄影测量交会点不存在导致的点位关系不确定性问题,使摄影测量交会点到真实物点的坐标折射改正公式能够严格推导出来。分析了空中同名直线光线不相交情况对物方大地坐标折射改正的不利影响,研究了摄影测量交会点与水下真实物点的相互位置关系,推导了水下目标点的水深和大地坐标计算公式(即折射改正公式),通过WorldView-2立体影像浅海海底地形测量试验对算法的正确性和测量精度进行验证。研究表明,不论水下目标的空中同名直线光线延长线是否相交,该算法都是适用的,且能显著改善水下目标的高程测量精度。 相似文献
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本文系统地介绍了所建立的一个数字近景摄影测量系统PV—1的检校方法,并得出了该系统的点定位精度。初步实验表明。运用直接线性变换法进行点定位精度评定,物方坐标的中误差为:M_x=0.247mm,M_y=0.158mm,M_z=0.272mm,象方坐标的中误差为0.2像元,相对精度为1/6000。 相似文献
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The determination of depths in shallow water from aerial platforms will become increasingly important as exploitation of coastal resources intensifies. Until a theoretical study of the errors in depth which could be reasonably expected from two-media photogrammetry was made by Okamoto in 1982, there was little relevant literature apart from some isolated case studies. This paper examines the magnitude and distribution of errors in depth caused by the presence of waves on the water surface. The effects of random errors of observational measurement, in combination with waves, are assessed. A conclusion is reached that the traditional method of underwater depth calculation should be modified when the scale of the two media photography is greater than 1:4000. 相似文献
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Feng Wenhao 《地球空间信息科学学报》2013,16(4):66-72
The purpose, classification, required accuracy and surveying methods of control work for close range photogrammetry have been briefly stated. The different methods for definition of space, object coordinate system are also reviewed. It is suggested that the habitu-ally-practised rotation angle system for aerophotogrammetry in China should be used for the future teaching and resaarching work in the close range photogrammetry, and that the rotation angle system for terrestrial deformation photogrammetry should be left out in order to avoid the confuse and reduce the amount of expanse for making softwares. It has been emphasized that there are three improtant aspects in the close range control work with high accurary using the conventional method of engineering surveying: the use of standard scale for measurement of distance between two general stations, the accurate determination of start direction line between two general stations and the handling method of influence of 2C change. A method for setting up industrial surveying control net with extra-high accuracy ±(0.05–0.20) mm is presented by the author. This kind of industrial control net is necessary for batch process of large industrial components with purposes of measurement, inspect and lofting. There are some special methods of control work in the close range photogrammetry, including two methods presented by the author. 相似文献
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Detailed understanding of the processes which control river bank erosion requires high resolution information concerning temporal changes in bank morphology. This paper describes the successful use of digital photogrammetry to extract high resolution digital elevation models (DEMs) from terrestrial oblique stereopairs of rapidly eroding river banks, using the commercial software package Erdas Imagine. This software was developed for use with aerial photography and satellite imagery; problems relating to the use of oblique terrestrial images are discussed and solutions presented. Photography was acquired using semi-metric cameras, mounted on tripods and positioned about 15m from the eroding bank. Data for DEM point spacings of 20mm were obtained, with accuracies of approximately ±12mm in depth. Digital photogrammetry can permit faster analysis, provide better accuracies and involve less ground disturbance than conventional methods of monitoring river channel change. Most importantly, DEM generation is considered to be more useful than traditionally acquired points or profiles for landform monitoring strategies. 相似文献
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测绘工程专业《摄影测量学》课程教育的实践与思考 总被引：14，自引：7，他引：7
摄影测量从产生到现在 ,已经经历了模拟摄影测量、解析摄影测量和数字摄影测量三个发展阶段。伴随着各种新兴的科学技术特别是计算机技术、空间技术和信息技术的迅猛发展 ,数字摄影测量在国内外已经进入了实用阶段。而目前 ,大多数高校测绘工程专业摄影测量学的教育教学工作没有及时反映摄影测量的最新进展 ,其教育教学和实习的重点依然是模拟和解析部分。本文主要探讨了当前测绘工程本科专业摄影测量教育教学体系中存在的几个典型问题 ,包括摄影测量学的教学目的、教学内容的整和优化和教材建设、教学形式与教学方法。同时结合了本人摄影测量学的教学实践 ,从实际出发 ,提出了解决这些问题的具体意见和建议 ,对摄影测量学的教学改革具有重要的指导意义和实践意义 相似文献
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本文是机器视觉参量下的三维数字摄影测量智能构像基础工作之一：成像系统位置姿态自动跟踪与精密修正,属于摄影测量与机器视觉、数字图像处理等学科交叉的摄像测量领域。针对基于目标3D模型的位姿跟踪问题开展研究,对相关研究的现状进行梳理,并提出系列位姿跟踪与模型修正方法。在完全已知目标3D精确模型的情况下,对于包含丰富直线特征的特殊目标,提出基于直线模型的目标位姿跟踪方法,实现了目标位姿参数的精确跟踪;为处理更为一般目标,利用目标的3D边缘模型,提出法向距离迭代加权最小二乘位姿估计方法及距离图迭代最小二乘位姿跟踪方法。当目标3D直线模型参数不准确时,结合光束法平差思想,提出一种针对序列图像的基于3D直线模型同时位姿跟踪与模型修正方法,联合优化求解目标位姿参数及3D直线模型参数,在模拟空间卫星目标位姿测量的仿真试验中,模型直线朝向、位置误差及目标位姿平均角度、平均位置误差分别为0.3°、3.5 mm及0.12°、20.1 mm。针对包含丰富直线特征的目标,在其3D直线模型完全未知的情况下,提出基于序列图像直线对应的目标结构重建与位姿跟踪方法,利用序列图像信息,在SFM框架下同时优化求解目标直线模型参数及位姿参数,仿真试验条件下,重建模型直线朝向、位置误差及位姿参数平均角度、平均位置误差分别约为0.4°、7.5 mm及0.16°、23.5 mm。 相似文献
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R. Clayton 《The Photogrammetric Record》1989,13(73):27-62
A review is provided of the techniques and applications of very close range photogrammetry to engineering measurements in the electricity supply industry. Starting from a definition of very close range photogrammetry by consideration of depth of field, the techniques of measurement in the range 300 mm to 3 m are discussed with an analysis of four practical examples; two examples relate to the confirmation of continued structural integrity of nuclear reactor components by remote photogrammetric measurement, one uses the technique for measuring creep stress for component life assessment and one uses it for the baseline measurements of insulation coverplates in a nuclear reactor pressure vessel. Emphasis is given to the mathematical modelling of the cameras employed and their subsequent calibration. The development of a universal calibration facility for all cameras working in this range is described. 相似文献
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Feng Wenhao 《地球空间信息科学学报》2013,16(3):50-56
Close-range photogrammetry is to determine the shape and size of the object, instead of it's absolute position. Therefore, at first, any translation and rotation of the photogrammetric model of the object caused by whole geodesic, photographic and photogrammetric procedures in close-range photogrammetry could not be considered. However, it is necessary to analyze all the reasons which cause the deformations of the shape and size and to present their corresponding theories and equations. This situation, of course, is very different from the conventional topophotogrammetry. In this paper some specific characters of limit errors in close-range photogrammetry are presented in detail, including limit errors for calibration of interior elements for close-range cameras, the limit errors of relative and absolute orientations in close-range cameras, the limit errors of relative and absolute orientations in close-range photogrammetric procedures, and the limit errors of control works in close-range photogrammetry. A theoretical equation of calibration accuracy for close-range camerais given. Relating to the three examples in this paper, their theoretical accuracy requirement of interior elements of camera change in the scope of ±(0.005–0.350) mm. This discussion permits us to reduce accuracy requirement in calibration for an object with small relief, but the camera platform is located in violent vibration environment. Another theoretical equation of relative RMS of base lines (mS/S) and the equation RMS of start direction are also presented. It is proved that themS/S could be equal to the relative RMS ofmΔX/ΔX. It is also proved that the permitting RMS of start direction is much bigger than the traditionally used one. Some useful equations of limit errors in close-range photogrammetry are presented as well. Suggestions mentioned above are perhaps beneficial for increasing efficiency, for reducing production cost. 相似文献
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航空摄影测量作为摄影测量学最重要的分支之一,近年来得到了长足的发展。倾斜航空摄影和无人机摄影测量等多种新作业模式的出现,给传统航空摄影测量带来新的挑战的同时也催生出了诸多新的解决方案。此外,人工智能领域计算机视觉技术和深度学习技术中的新理论、新方法不断融入航空摄影测量中,推动航空摄影测量向智能化、自动化方向发展。当代航空摄影测量学已经是多种传感器融合、多种数据采集方式结合、传统摄影测量和人工智能技术交叉的产物。三维重建是航空摄影测量的核心问题之一。本文阐述了当代航空摄影三维重建技术的发展趋势和存在的问题,着重从航空影像的同名连接点自动提取与匹配、区域网平差、密集匹配和单体化建模4个方面对当前的研究现状进行了总结讨论,给出了当前国内外主流的航空影像摄影测量处理框架。 相似文献
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从数字摄影测量工作站(DPW)到数字摄影测量网格(DPGrid) 总被引：21，自引：3，他引：21
张祖勋 《武汉大学学报(信息科学版)》2007,32(7):565-571
指出了现今的数字摄影测量工作站存在的问题，总结了当今数字摄影测量理论的发展，包括影像匹配与观测值的“独立性”原则、多基线近景摄影测量与广义点的概念。结合数字摄影测量硬件与理论的发展，引出由数字摄影测量工作站发展为数字摄影测量网格的理念，说明了数字摄影测量网格的结构、功能，包括基于刀片机的集成处理系统、基于网络的全无缝测图系统及其特点，讨论了数字摄影测量与计算机视觉的关系，介绍了数字摄影测量网格已取得的成果。 相似文献