共查询到20条相似文献，搜索用时 81 毫秒
1.
Rolf König 《Journal of Geodesy》1990,64(2):111-125
In the adjustment of inertial position surveys the additional parameters describing the systematic errors of individual traverses
can be considered as deterministic or stochastic. The paper deals with various aspects of the deterministic or stochastic
approach by way of a standard functional model. If purely deterministic parameters are set up, the solvability of the least
squares problem depends on redundant observations like coordinate discrepancies of forward and backward runs or coordinate
differences at cross-over points of traverse networks. Inequalities are presented to handle the configuration problem for
any net and for several ways of introducing parameter sets. Also condition equations being geometrically explainable are developed
solving the datum problem in free adjustment applications.
Based on the Ebersberger Forst campaigns with a large amount of Ferranti, Honeywell and Litton data, numerical investigations
into the stochastic properties of the additional parameters and the observations follow. It turns out that additional parameters
for Honeywell and Litton data can be considered as stochastic parameters while for Ferranti data significant azimuth and time
dependent effects can be found. The investigations of true errors show that in case of the deterministic adjustment approach
a diagonal covariance matrix can be introduced and in case of stochastic additional parameters a first order Gauss-Markov
process serves as a good approximation for the stochastic behaviour of the observations. 相似文献
2.
Experience with the ULISS-30 inertial survey system for local geodetic and cadastral network control
Rene Forsberg 《Journal of Geodesy》1991,65(3):179-188
The capability of the recently developed SAGEM ULISS-30 inertial survey system for performing local surveys at high accuracies have been tested in a field campaign carried out November 1989 on the island of Fyn, Denmark, in cooperation with the Swedish National Land Survey. In the test a number of lines between existing national geodetic control points were surveyed, along with points in the less reliably determined cadastral network, forming an irregular network pattern of 10–15 km extent. The survey involved frequent offset measurements (up to 50–100 m) with an ISS-integrated total station. The profile geometries were not particularly suited for inertial surveys, with narrow and rather winding roads, necessitating frequent vehicle turns. In addition to the pure inertial surveys a kinematic GPS/inertial test was also carried out, using a pair of Ashtech L-XII receivers. The inertial survey results, analyzed with a smoothing algoritm utilizing common points on forward/backward runs, indicate that 5-cm accuracies are possible on reasonably straight profiles of 5 km length, corresponding to a 10 ppm best-case accuracy for double-run traverses. On longer, more winding traverses error levels of 10–20 cm are typical. To handle the inertial data optimally, proper network adjustments are required. A discussion of suitable adjustment models of both conventional and collocation type is included in the paper. 相似文献
3.
K. P. Schwarz 《Journal of Geodesy》1961,59(1):33-54
The outpout of inertial survey systems is available to the user in two basic forms: as Kalman filtered information at updates
or as integrated velocity and position information at regular time intervals. In case of the second data type, the post-mission
processing starts with the approximation of the velocity error curve. This approximation is either based on a system error
model as in Kalman filtering or uses curve fitting techniques. From there on, smoothing or adjustment procedures are used
as further steps in the post-mission treatment of both data types.
A unified treatment of the various post-mission approaches starts with the formulation of appropriate error models of the
system outputs. It is then possible to present all existing methods as intermediate steps of a rigorous adjustment procedure.
This unified approach gives insight into the limitations of individual methods and provides a means to detect inconsistencies
in post-mission processing strategies. An analysis of existing approaches is made and a new method, spectral decomposition,
is treated in detail. Compared to the existing procedures, it has advantages with respect to a rigorous covariance propagation
and blunder detection.
Paper presented at the 18th. General Assembly of the IAG, Symposium d: The Future of Terrestrial and Space Methods for Positioning, Hamburg, August 15–27,
1983. 相似文献
4.
K. P. Schwarz 《Journal of Geodesy》1985,59(1):33-54
The outpout of inertial survey systems is available to the user in two basic forms: as Kalman filtered information at updates or as integrated velocity and position information at regular time intervals. In case of the second data type, the post-mission processing starts with the approximation of the velocity error curve. This approximation is either based on a system error model as in Kalman filtering or uses curve fitting techniques. From there on, smoothing or adjustment procedures are used as further steps in the post-mission treatment of both data types. A unified treatment of the various post-mission approaches starts with the formulation of appropriate error models of the system outputs. It is then possible to present all existing methods as intermediate steps of a rigorous adjustment procedure. This unified approach gives insight into the limitations of individual methods and provides a means to detect inconsistencies in post-mission processing strategies. An analysis of existing approaches is made and a new method, spectral decomposition, is treated in detail. Compared to the existing procedures, it has advantages with respect to a rigorous covariance propagation and blunder detection. 相似文献
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7.
S. Ono 《Journal of Geodesy》1985,59(3):275-288
In order to solve the problems of determining the shape of a part of the earth of national or continental extent, that is,
of rigorous constituting and computing of the astrogeodetic network, it is required to determine gravimetric deflections of
the vertical with an accuracy of, say, 0″.3. For this it is adequate to carry out additional gravity surveys in the neighborhoods
of computation points, in addition to a given uniform gravity survey (normal density gravity survey).
The study offers a method to determine the optimal distribution of gravity stations in such a gravity survey, which guarantees
a given accuracy of computed gravimetric deflections of the vertical for a given statistical condition which characterizes
the variation of the gravity field. The approach used here is based on the concept of the error of representation and the
error propagation of Vening Meinesz integrals. 相似文献
8.
多影像空三平差辅助下的车载全景相机严密标定方法 总被引：1，自引：0，他引：1
针对目前全景相机标定方法的研究现状,提出了一种多影像光束法空三平差辅助下的全景相机内参数严密标定方法。首先建立全景相机标定场,对组成全景相机的每台单相机的内参数进行标定;然后按照预先设计好的摄影参数,旋转摄影获取全景相机在标定场中多个不同摄影方向的影像,利用其中一个摄站的标定影像和物方控制点通过空间后方交会的方法解算单相机之间的初始相对方位元素,即粗标定;最后将所有摄站的标定影像构建区域网并进行光束法空三平差,获取精确的全景相机参数,即严密标定。试验表明,文中提出的全景相机标定方法可以提高标定结果的精度和可靠性,为全景影像的拼接、量测及真彩点云的生成等后续研究和应用奠定可靠的基础。 相似文献
9.
In order to assess the accuracy, reliability and efficiency of current inertial surveying systems a joint project has been
started at the University of the Bundeswehr Munich. As a part of this project the testnet Ebersberger Forst has been established.
It consists of 60 monumented points located at cross-roads in a flat area and it makes up a grid pattern of6 N-S and9 E-W traverses with a spacing of1–2 km. The points are determined by classical surveying techniques with a standard deviation of less than1 cm forE, N andH. Observation campaigns were carried through with a Ferranti, a Honeywell and a Litton system. Each campaign consisted of
three independent missions performed under identical observation schemes. The preliminary evaluation of the data sets leads
to standard deviations of between8 and16 cm for each coordinate if determined in a single mission with a Honeywell or Litton system. The correlations along a traverse
follow approximately the series ρ, ρ2, ρ3, ... with ρ⋟0.9. Cross correlation is only present betweenE orN, respectively, andH. The positions observed with the Ferranti system are less accurate, which might be explainable by the applied software and
by two gross input errors during the missions. A rigorous post-mission adjustment of the data considerably improved the results. 相似文献
10.
《ISPRS Journal of Photogrammetry and Remote Sensing》2007,61(5):307-324
A rigorous method for terrestrial laser scanner self-calibration using a network of signalised points is presented. Exterior orientation, object point co-ordinates and additional parameters are estimated simultaneously by free network adjustment. Spherical co-ordinate observation equations are augmented with a set of additional parameters that model systematic errors in range, horizontal direction and elevation angle. The error models include both physically interpretable and empirically identified components. Though the focus is on one particular make and model of AM–CW scanner system, the Faro 880, the mathematical models are formulated in a general framework so their application to other instruments only requires selection of an appropriate set of additional parameters. Results from controlled testing show that significant improvement is achieved by using the proposed model in terms of both reducing the magnitude of observational residuals as well as the three-dimensional positioning accuracy of signalised points. Ten self-calibration datasets captured over the course of 13 months are used to examine short- and long-term additional parameter stability via standard hypothesis testing techniques. Detailed investigations into correlation mechanisms between model parameters accompany the self-calibration solution analyses. Other contributions include an observation model for incorporation of integrated inclinometer observations into the self-calibration solution and an effective a priori outlier removal method. The benefit of the former is demonstrated to be reduced correlation between exterior orientation and additional parameters, even if inclinometer precision is low. The latter is arrived at by detailed analysis of the influence of incidence angle on range. 相似文献
11.
不同等级或分属不同区域的控制点间,以及由不同单位布设的控制点间可能存在较大的误差。若将这些存在较大误差的已知点作为平差计算或坐标转换的约束,其结果必然会扭曲GPS测量的原有精度,特别是当这些点误差较大或含有粗差时,将严重影响GPS成果的可靠性,使高精度的GPS定位成果失去其本来的意义。本文分别探讨了平差结果直接分析法、实测基线比较法、单位权方差假设检验法和附合路线坐标闭合差检验法等对GPS控制网起算数据进行兼容性分析的方法,并采用其中几种对GPS控制网起算数据进行具体分析和计算,剔除了含有粗差的已知点,保证了控制测量成果的精度和可靠性。 相似文献
12.
Steffi Burmeister Konrad Willner Valentina Schmidt Jürgen Oberst 《Journal of Geodesy》2018,92(9):963-973
A functional model for a bundle block adjustment in the inertial reference frame was developed, implemented and tested. This approach enables the determination of rotation parameters of planetary bodies on the basis of photogrammetric observations. Tests with a self-consistent synthetic data set showed that the implementation converges reliably toward the expected values of the introduced unknown parameters of the adjustment, e.g., spin pole orientation, and that it can cope with typical observational errors in the data. We applied the model to a data set of Phobos using images from the Mars Express and the Viking mission. With Phobos being in a locked rotation, we computed a forced libration amplitude of \(1.14^\circ \pm 0.03^\circ \) together with a control point network of 685 points. 相似文献
13.
多镜头组合型全景相机两种成像模型的定位精度比较 总被引：1，自引：1，他引：0
根据多镜头组合型全景相机的严格成像机理,分析了广泛采用的全景理想成像模型系统误差的来源,推导出误差分布规律,并深入比较了严格成像模型和理想成像模型之间的差异.首先,分析了理想模型的单片物方定位误差和像方后方交会误差,理论公式表明其误差分布和物像间距及视角大小相关;其次,分析了全景立体像对的理想核线误差,并证明误差受像对间的旋转角和Z坐标影响.最后,分别采用室内、外数据对两种模型的空间后方交会、核线模型、光束法平差进行比较分析.试验结果表明,室外条件下由于物距接近于全景投影面、立体影像间旋转角较小等因素,两种模型的差异很小,且都达到了相当于1像素左右的测量精度;在狭窄的室内条件下,由于物距小、旋转角大等因素,严格模型在测量精度上明显优于理想模型. 相似文献
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15.
A combined algorithm of improving INS error modeling and sensor measurements for accurate INS/GPS navigation 总被引：1，自引：1，他引：1
Although the integrated system of a differential global positioning system (DGPS) and an inertial navigation system (INS)
had been widely used in many geodetic navigation applications, it has sometimes a major limitation. This limitation is associated
with the frequent occurrence of DGPS outages caused by GPS signal blockages in certain situations (urban areas, high trees,
tunnels, etc.). In the standard mechanization of INS/DGPS navigation, the DGPS is used for positioning while the INS is used
for attitude determination. In case of GPS signal blockages, positioning is provided using the INS instead of the GPS until
satellite signals are obtained again with sufficient accuracy. Since the INS has a very short-time accuracy, the accuracy
of the provided INS navigation parameters during these periods decreases with time. However, the obtained accuracy in these
cases is totally dependent on the INS error model and on the quality of the INS sensor data. Therefore, enhanced navigation
parameters could be obtained during DGPS outages if better inertial error models are implemented and better quality inertial
measurements are used. In this paper, it will be shown that better INS error models are obtained using autoregressive processes
for modeling inertial sensor errors instead of Gauss–Markov processes that are implemented in most of the current inertial
systems and, on the other hand, that the quality of inertial data is improved using wavelet multi-resolution techniques. The
above two methods are discussed and then a combined algorithm of both techniques is applied. The performance of each method
as well as of the combined algorithm is analyzed using land-vehicle INS/DGPS data with induced DGPS outage periods. In addition
to the considerable navigation accuracy improvement obtained from each single method, the results showed that the combined
algorithm is better than both methods by more than 30%. 相似文献
16.
吴俊昶 《武汉大学学报(信息科学版)》1986,(3)
目前导线网平差多采用相关平差法。按该法在网(结点)平差时计算未知数的协因数阵,可以评定结点的点位精度。文献[2]等均未曾论及各个导线点的精度评定问题。实际上,导线网中的最弱点不一定出现在结点内,为此需全面评定导线点的精度。本文将专门论述导线网相关平差中导线点的精度评定问题。 相似文献
17.
International compilations of marine gravity, such as the International Gravity Bureau (BGI) contain tens of millions of point
data. Lemoine et al. (The Development of the Joint NASA GSFC and the National Imagery and Mapping Agency (NIMA) Geopotential
Model EGM96, NASA/TP-1998-206861) chose not to include any marine gravity in the construction of the global gravity model
EGM96. Instead they used synthetic anomalies derived from altimetry, so that no independent information about Mean Dynamic
Topography (MDT) can be deduced. Software has been developed not only to identify and correct those aspects of marine gravity
data that are unreliable, but to do so in a way that can be applied to very large, ocean-wide data sets. First, we select
only straight-line parts of ship-tracks and fit each one with a high-degree series of Chebyshev polynomials, whose misfit
standard deviation is σ
line and measures the random error associated with point gravity data. Then, network adjustment determines how the gravity datum is offset for each survey.
A free least squares adjustment minimises the gravity anomaly mismatch at line-crossing points, using σ
line to weight the estimate for each line. For a long, well crossed survey, the instrumental drift rate is also adjusted. For
some 42,000 cross-over points in the northern Atlantic Ocean, network adjustment reduces the unweighted standard deviation
of the cross-over errors from 4.03 to 1.58 mGal; when quality weighted, the statistic reduces from 1.32 to 0.39 mGal. The
geodetic MDT is calculated combining the adjusted gravity anomalies and satellite altimetry, and a priori global ocean model
through a new algorithm called the Iterative Combination Method. This paper reports a first demonstration that geodetic oceanography
can characterise the details of basin wide ocean circulation with a resolution better than global ocean circulation models.
The result matches regional models of ocean circulation from hydrography measurements (Geophys Res Lett 29:1896, 2002; J Geophys
Res 108:3251, 2003). 相似文献
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阐述控制网自动平差软件设计的基本思想,研究了点号的自动最优编排、近似座标的自动推算、变带宽压缩存储等关键算法,据此在微机上设计了一个自动平差软件。该软件能直接处理电子手薄、磁卡和人工手薄记录的数据,用户不需绘制计算略图、编号编码、数据摘录等,处理过程完全自动进行,使平差过程变得非常简单。软件可用于平差导线网约800个点,水准网约2000个点。 相似文献