城市复杂地形环境下倾斜模型结合LiDAR点云的大比例尺地形图更新方法北大核心CSCD

针对无人机倾斜摄影技术受遮挡影响较大和难以穿透植被茂密地区的问题,本文提出了城市复杂地形环境下倾斜模型结合LiDAR点云进行小区域大比例尺数字地形图的更新方法。首先采用五镜头六旋翼无人机分别以垂直和平行主要建筑物楼群方向进行2次全区域拍摄,以及无人机机载激光雷达全区域采集点云,并对高度不足10 m的别墅区进行单镜头低空补飞。然后融合倾斜影像点云与机载激光点云建模,经过3种建模方案对比,融合建模的倾斜三维模型的位置精度和模型质量均最优。最后基于此模型进行测图。精度评定结果表明,城市复杂地形环境下在飞行方案和像控点布设合理的情况下,通过倾斜三维模型采集的数字地形图的平面和高程精度完全满足并优于深圳市1∶1000数字地形图动态更新的精度指标。     

定角圆锥扫描式机载激光测深系统定位模型与精度评价

从定角圆锥扫描式机载激光测深系统激光测距仪内部结构出发,推导了棱镜、大气、海水中激光光线方向矢量方程,结合GPS/INS定位定姿系统,推导出激光脚点在成图坐标系中的定位模型。充分考虑对机载激光测深系统定位精度产生影响的各个因素,通过误差传播定律给出了圆锥扫描式机载激光测深系统的综合精度评价模型。参照国际上应用广泛的相关仪器系统参数、指标,对机载激光测深系统的定位精度进行实际计算,并对定位模型中涉及的主要误差源进行分析和讨论。     

机载LiDAR点云时间纹理信息航带重叠区消冗

机载LiDAR获取的完整测区点云数据中包含了丰富的信息,同时也伴随着大量冗余数据,本文提出基于机载LiDAR点云时间纹理信息的航带重叠区消冗方法。首先按点云时间信息划分航带,再按点云纹理信息提取航带边缘,接着提取高地物遮挡空洞,最后去除重叠区冗余数据。实验结果表明,该方法无需航线信息辅助,并能在保留遮挡空洞区域点云的同时,高效地去除航带重叠区中精度较低的点云。     

影响机载激光扫描测高精度的系统误差分析

简要介绍了机载激光扫描测高技术的系统组成和发展现状，通过坐标转换技术建立起机载激光扫描对地定位的基本几何关系，并从这些几何关系出发，着重分析了动态偏心改正及动态时效误差对机载激光测高精度的影响，对不同的误差源如何影响定位结果的精度进行了讨论，最后给出模拟计算结果，得出了一些有益的结论。     

一种机载LiDAR数据漏洞检测方法

获取机载LiDAR数据时易受地形起伏、航摄高度、地物镜面反射等因素的影响,导致LiDAR数据出现漏洞,若对其不进行检测处理,将严重影响LiDAR数据的生产与应用。鉴于此,本文利用点云的位置与属性信息,基于等比例内缩和点云格网化算法,检测机载LiDAR数据中存在的漏洞区域,有效支撑了LiDAR数据的质量检测和补摄工作。试验结果表明,该方法检测到的漏洞区域完整、精确,等比例内缩算法与等值内缩算法相比,减弱了地形起伏对漏洞检测精度的影响,且更科学合理。     

Assessment of long-range kinematic GPS positioning errors by comparison with airborne laser altimetry and satellite altimetry

Long-range airborne laser altimetry and laser scanning (LIDAR) or airborne gravity surveys in, for example, polar or oceanic areas require airborne kinematic GPS baselines of many hundreds of kilometers in length. In such instances, with the complications of ionospheric biases, it can be a real challenge for traditional differential kinematic GPS software to obtain reasonable solutions. In this paper, we will describe attempts to validate an implementation of the precise point positioning (PPP) technique on an aircraft without the use of a local GPS reference station. We will compare PPP solutions with other conventional GPS solutions, as well as with independent data by comparison of airborne laser data with “ground truth” heights. The comparisons involve two flights: A July 5, 2003, airborne laser flight line across the North Atlantic from Iceland to Scotland, and a May 24, 2004, flight in an area of the Arctic Ocean north of Greenland, near-coincident in time and space with the ICESat satellite laser altimeter. Both of these flights were more than 800 km long. Comparisons between different GPS methods and four different software packages do not suggest a clear preference for any one, with the heights generally showing decimeter-level agreement. For the comparison with the independent ICESat- and LIDAR-derived “ground truth” of ocean or sea-ice heights, the statistics of comparison show a typical fit of around 10 cm RMS in the North Atlantic, and 30 cm in the sea-ice region north of Greenland. Part of the latter 30 cm error is likely due to errors in the airborne LIDAR measurement and calibration, as well as errors in the “ground truth” ocean surfaces due to drifting sea-ice. Nevertheless, the potential of the PPP method for generating 10 cm level kinematic height positioning over long baselines is illustrated.     

Analysis of systematic error influences on accuracy of airborne laser scanning altimetry

The error sources related to the laser rangefinder, GPS and INS are analyzed in details. Several coordinates systems used in airborne laser scanning are set up, and then the basic formula of system is given. This paper emphasizes on discussing the kinematic offset correction between GPS antenna phase center and laser fired point. And kinematic time delay influence on laser footprint position, the ranging errors, positioning errors, attitude errors and integration errors of the system are also explored. Finally, the result shows that the kinematic time delay can be neglected as compared with other error sources. The accuracy of the coordinates is not only influenced by the amplitude of the error, but also controlled by the operation parameters such as flight height, scanning angle amplitude and attitude magnitude of the platform.     

Analysis of systematic error influences on accuracy of airborne laser scanning altimetry

The error sources related to the laser rangefinder, GPS and INS are analyzed in details. Several coordinates systems used in airborne laser scanning are set up, and then the basic formula of system is given.This paper emphasizes on discussing the kinematic offset correction between GPS antenna phase center and laser fired point. And kinematic time delay influence on laser footprint position, the ranging errors, positioning errors, attitude errors and integration errors of the system are also explored. Finally, the result shows that thekinematic time delay can be neglected as compared with other error sources. The accuracy of the coordinates is not only influenced by the amplitude of the error, but also controlled by the operation parameters such as flight height, scanning angle amplitude and attitude magnitude of the platform.     

三维激光扫描数据获取高分辨率DTM试验研究

三维激光扫描技术能够提供实体表面点云数据,可用于获取高精度高分辨率数字地形模型。本文以重庆万州区付家岩滑坡体为例探讨了采用三维激光扫描监测技术获取数字地形模型的方法,着重讨论了相关点云数据处理流程和关键技术问题。通过结合差分GPS技术进行激光数据的相对定位和绝对定位、去噪、拼接等方法,获得了该区域地表高精度地形数据,并生成了相应的数字高程模型。试验结果初步说明该技术可用于获取小尺度高精度高分辨率数字地形模型,具有一定的应用前景。     

机载LiDAR点云密度对DEM精度的影响

机载激光雷达技术(LiDAR)作为一项先进的遥感技术,是植被覆盖区DEM获取的重要手段之一,而不同地形坡度条件及点云密度对DEM产品质量有重要影响。本文以辽宁省某市的机载LiDAR数据为基础,选取5种不同地形坡度的点云数据,通过随机、等间距及基于曲率3种不同的点云抽稀方法,按照点云保留率为80%、60%、40%、20%和10%共5个不同梯度的抽稀倍数对原始点云进行抽稀简化处理,生成与之对应的DEM并对其进行精度评价,以此研究地形坡度、点云抽稀方法、抽稀倍数对DEM精度的影响。结果表明,DEM精度与地形坡度呈负相关关系,即RMSE随地形坡度升高不断增加;基于曲率的抽稀方法在地形坡度＞30°时,相较于其他两种方法RMSE较小,具有明显优势;40%的点云保留率是平衡DEM精度与数据存储效率的一个节点,当点云保留率<40%时,DEM的高程RMSE会迅速增大。该研究对于利用机载LiDAR进行大范围DEM生产具有一定的指导和借鉴意义。     

On accuracy and reliability of instantaneous network RTK as a function of network geometry, station separation, and data processing strategy

The network-based approach to kinematic GPS positioning significantly increases the distance, over which carrier-phase ambiguity resolution can be performed. This can be achieved either by introducing geometric conditions based on the fixed reference locations, and/or through the use of reference network data to estimate the corrections to GPS observations that can be broadcast to the users. The Multi Purpose GPS Processing Software (MPGPS) developed at The Ohio State University uses the multiple reference station approach for wide area and regional differential kinematic GPS positioning. The primary processing algorithm uses the weighted free-net (WFN) approach with the distance-dependent weighting scheme to derive optimal estimates of the user coordinates and realistic accuracy measures. The WFN approach, combined with the single epoch (instantaneous) ambiguity resolution algorithm is presented here as one approach to real-time kinematic (RTK) GPS. Since for baselines exceeding ~100 km, the instantaneous ambiguity resolution may not always be possible due to the increasing observation noise and insufficient number of observations to verify the integer selection, an alternative approach, based on a single- (or multiple-) baseline solution, supported by a double-difference (DD) ionospheric delay propagated from the previous epoch is also presented. In this approach, some data accumulation, supported by the network-derived atmospheric corrections, is required at the beginning of the rover data processing to obtain the integer ambiguities; after this initialization period, the processing switches to the instantaneous RTK positioning mode. This paper presents a discussion on the effects of the network geometry, station separation and the data reduction technique on the final quality and reliability of the rover positioning solution. A 24-h data set of August 31, 2003, collected by the Ohio Continuously Operating Reference Station (CORS) network was processed by both techniques under different network geometry and reference station separation. Various solutions, such as (1) single-baseline solution for varying base-rover separation, (2) multi-baseline solution with medium-range base separation (over 100 km), and (3) multi-baseline solution with long-range base separation (up to 377 km), were obtained and compared for accuracy and consistency. The horizontal positioning accuracy achieved in these tests, expressed as the difference between the estimated coordinates and the known rover coordinates, is at the sub-decimeter level for the first approach, and at the centimeter-level for the second method, for baselines over 100 km. In the vertical coordinate, decimeter- and sub-decimeter levels were achieved for the two approaches, respectively. Even though all the results presented here were obtained in post-processing, both algorithms are suitable for real-time applications.     

低空机载LiDAR点云定位误差分析

低空机载LiDAR因其系统的复杂性,点云定位精度受很多系统误差影响。为了研究改善点云定位精度的方法,文中根据LiDAR定位误差模型综合分析航高、扫描角、IMU姿态角、姿态角误差等对点云定位误差的影响,并根据误差影响规律分析得出不同地形测图比例尺对飞行参数的要求。通过长江中下游实测地区作业验证,建议设置飞行参数得到的点云定位精度符合精度要求。     

国家新型基础测绘体系建设试点区域1 m间隔点云数据获取处理与质量分析

地形级地理场景生产是国家新型基础测绘体系建设在山东试点的重要任务之一,作为地形级地理场景的主要组成部分,DEM一般基于机载LiDAR点云数据制作。笔者所在单位选择高密市作为试点区域,采用徕卡CityMapper混合航摄仪获取了试验区优于1 m间隔的点云数据,并对飞行质量和点云质量进行检验,对点云高程和平面位置精度进行检核。试验验证了徕卡CityMapper混合航摄仪数据获取的精准和高效性,为即将全面实施的山东省陆域1 m间隔点云数据获取处理项目提供了技术方案,且为DEM制作和地形级地理场景的生产提供了保障。     

机载GPS、姿态和激光扫描测距集成定位系统的精确定位方程、误差分析与精度评估

全球定位系统（GPS），姿态测量（惯性导航系统（INS））和激光扫描测距技术集成的直接空对地定位系统是近年来遥感与测绘领域发展起来的新型定位技术，是定量化三维遥感中获取地面几何信息和生成数字高程模型的主要新技术手段之一。该文给出了该系统的精确定位方程，分析了误差源对定位精度的影响，并给出了数量级评估。结果对实际应用具有重要的参考价值。     

Principle, software and experiment of GPS-supported aerotriangulation

1 IntroductionAs is now well known, the high accurate point de-termination with airborne remOe sensing data hasalways ben one of the most fundaxnental prObletns..in aerial photOgrammtry. According to the princi-ple of the geOmtry reversal in photOgramrntry,the interior and exterior orientation elements ofaerial phOtOgraphs must first be known in order toreconstnJct the measuring stereo geometric medels.For the past 60 years, however, the interior orienta-tion parameters of carnera were main…     

三维激光扫描技术在河道测量中的应用

传统的河道测量工作量大、效率低、采样密度有限,其数据获取方式和数据处理模式已经不能满足河道信息化的需要。三维激光扫描技术为空间三维信息的获取提供了全新的技术手段。本文以焦作市新河为试验区,采用Riegl VZ-1000三维激光扫描仪获取枯水期河道数据,首先对获取的河道激光点云数据进行预处理,包括数据拼接、坐标转换、点云数据滤波分类处理等,采用反距离加权插值(IDW)算法生成DEM和基于DEM自动获取断面的方法,实现了河道断面的提取,并对断面数据进行了精度分析,建立了基于三维激光扫描技术的河道水上地形信息提取技术流程。     

The application of GPS precise point positioning technology in aerial triangulation

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.     

Digital Elevation Model from the Best Results of Different Filtering of a LiDAR Point Cloud

The LiDAR point clouds captured with airborne laser scanning provide considerably more information about the terrain surface than most data sources in the past. This rich information is not simply accessed and convertible to a high quality digital elevation model (DEM) surface. The aim of the study is to generate a homogeneous and high quality DEM with the relevant resolution, as a 2.5D surface. The study is focused on extraction of terrain (bare earth) points from a point cloud, using a number of different filtering techniques accessible by selected freeware. The proposed methodology consists of: (1) assessing advantages/disadvantages of different filters across the study area, (2) regionalization of the area according to the most suitable filtering results, (3) data fusion considering differently filtered point clouds and regions, and (4) interpolation with a standard algorithm. The resulting DEM is interpolated from a point cloud fused from partial point clouds which were filtered with multiscale curvature classification (MCC), hierarchical robust interpolation (HRI), and the LAStools filtering. An important advantage of the proposed methodology is that the selected landscape and datasets properties have been more holistically studied, with applied expert knowledge and automated techniques. The resulting highly applicable DEM fulfils geometrical (numerical), geomorphological (shape), and semantic quality properties.     

单基站GPS差分系统在山区线路测量中的应用探讨

RTK技术的出现,使得野外实时测量精度达到厘米级,RTK测量具有实时性好、精度高、速度快等优点,是常规测量所无法比拟的,RTK已经作为快速采集数据与定位的有效工具。本文比较分析了常规RTK系统和网络RTK的优缺点,并详细介绍了单基站GPS差分系统的特点,并在实际工程应用中对其精度和有效距离进行了探讨。