scholarly journals Research on Image Visual Information Coordinate Transformation Model Algorithm

2020 ◽  
Vol 1575 ◽  
pp. 012042
Author(s):  
Liping Yuan
2019 ◽  
Vol 23 (1) ◽  
pp. 67-77 ◽  
Author(s):  
Yao Yevenyo Ziggah ◽  
Hu Youjian ◽  
Alfonso Rodrigo Tierra ◽  
Prosper Basommi Laari

The popularity of Artificial Neural Network (ANN) methodology has been growing in a wide variety of areas in geodesy and geospatial sciences. Its ability to perform coordinate transformation between different datums has been well documented in literature. In the application of the ANN methods for the coordinate transformation, only the train-test (hold-out cross-validation) approach has usually been used to evaluate their performance. Here, the data set is divided into two disjoint subsets thus, training (model building) and testing (model validation) respectively. However, one major drawback in the hold-out cross-validation procedure is inappropriate data partitioning. Improper split of the data could lead to a high variance and bias in the results generated. Besides, in a sparse dataset situation, the hold-out cross-validation is not suitable. For these reasons, the K-fold cross-validation approach has been recommended. Consequently, this study, for the first time, explored the potential of using K-fold cross-validation method in the performance assessment of radial basis function neural network and Bursa-Wolf model under data-insufficient situation in Ghana geodetic reference network. The statistical analysis of the results revealed that incorrect data partition could lead to a false reportage on the predictive performance of the transformation model. The findings revealed that the RBFNN and Bursa-Wolf model produced a transformation accuracy of 0.229 m and 0.469 m, respectively. It was also realised that a maximum horizontal error of 0.881 m and 2.131 m was given by the RBFNN and Bursa-Wolf. The obtained results per the cadastral surveying and plan production requirement set by the Ghana Survey and Mapping Division are applicable. This study will contribute to the usage of K-fold cross-validation approach in developing countries having the same sparse dataset situation like Ghana as well as in the geodetic sciences where ANN users seldom apply the statistical resampling technique.


2014 ◽  
Vol 522-524 ◽  
pp. 1207-1210
Author(s):  
Qing Wu Meng ◽  
Lu Meng

Using three dimensional coordinate transformation model with 7 parameters the coordinate transformation parameters are solved. Comparing the coordinates of the kilometer grid point on topographic maps in Beijing54, Xian80 and Urban Independent Coordinate System with the observation coordinates of same point inCGCS2000, Through watching their coordinate changes the moving changes regularity on topographic maps are discovered between Beijing54 and CGCS2000, between Xian 80 and CGCS2000, Urban Independent Coordinate System and CGCS2000


Sensor Review ◽  
2018 ◽  
Vol 38 (4) ◽  
pp. 542-550 ◽  
Author(s):  
Zhengping Deng ◽  
Shuanggao Li ◽  
Xiang Huang

Purpose For the measurement of large-scale components in aircraft assembly, the evaluation of coordinate transformation parameters between the coordinate frames of individual measurement systems to the assembly frame is an essential task, which is usually completed by registration of the enhanced reference system (ERS) points. This paper aims to propose an analytical method to evaluate the uncertainties of transformation parameters considering both the measurement error and the deployment error of ERS points. Design/methodology/approach For each measuring station, the measured coordinates of ERS points are first roughly registered to the assembly coordinate system using the singular value decomposition method. Then, a linear transformation model considering the measurement error and deployment error of ERS points is developed, and the analytical solution of transformation parameters’ uncertainties is derived. Moreover, the covariance matrix of each ERS points in the transformation evaluation is calculated based on a new uncertainty ellipsoid model and variance-covariance propagation law. Findings For the transformation of both single and multiple measuring stations, the derived uncertainties of transformation parameters by the proposed analytical method are identical to that obtained by the state-of-the-art iterative method, but the solution process is simpler, and the computation expenses are much less. Originality/value The proposed uncertainty evaluation method would be useful for in-site measurement and optimization of the configuration of ERS points in the design of fixture and large assembly field. It could also be applied to other registration applications with errors on both sides of registration points.


2011 ◽  
Vol 243-249 ◽  
pp. 5835-5838
Author(s):  
Tao Sheng Liu ◽  
Sheng Xiang Huang ◽  
Li Luo ◽  
Xian Gui Zeng

2-D Coordinate transformation between different coordinate system including four parameters: two translations, one rotation, and one scale factor parameter. Because of ill-condition matrix, the common points’ little errors may cause big fluctuation of parameters’ results, which cause the four transformation parameters unreliable. Consider the comparability between coordinate transformation model and centre of gravity datum of free net adjustment, may eliminate the two translation parameters by auxiliary gravity datum condition. This article validate this method with instance.


2016 ◽  
Vol 89 ◽  
pp. 44-56 ◽  
Author(s):  
Si-jing Ye ◽  
Tai-lai Yan ◽  
Yan-li Yue ◽  
Wei-yan Lin ◽  
Lin Li ◽  
...  

2014 ◽  
Vol 522-524 ◽  
pp. 1202-1206
Author(s):  
Qing Wu Meng ◽  
Lu Meng

In case of no errors of known coincidence points coordinates the plane coordinate transformation model equation with four parameters and the plane coordinate transformation model equation with six parameters are derived, this algorithm needs not composed normal equation from error equation, which is verified by examples about transformation between the urban plane coordinate and CGCS2000 plane coordinate. Finally the some beneficial conclusions have been got.


2015 ◽  
Vol 59 (3) ◽  
pp. 345-365 ◽  
Author(s):  
Yanmin Jin ◽  
Xiaohua Tong ◽  
Lingyun Li ◽  
Songlin Zhang ◽  
Shijie Liu

2013 ◽  
Vol 846-847 ◽  
pp. 1064-1067
Author(s):  
Ying Wang

with the rapid development of computer technology, it has become the hot research topic of the current visual communication design that the color, graphics and image information of the visual information can use computer technology to make the pertinence design creation. First of all, this paper analyzes the spatial characteristics of the computer graphics technology. On this basis, the color transformation model is analyzed which is essential in the computer graphics and visual design. In addition, this paper also makes an empirical analysis on the application and function of computer graphics technology in the visual communication design in the form of a case. Finally, it is obtained that computer image technology not only has a significant importance in the design of visual communication, to some extent, but provides a theoretical basis and technical support for the study in this field.


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