将WGS84坐标转换为加纳战争办公室1926年参考基准的3D Procrustean方法

B. Kumi-Boateng, Y. Ziggah
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引用次数: 1

摘要

全球定位系统(GPS)等卫星定位技术已广泛应用于各个国家的地理空间定位。这种定位技术的可用性已经彻底改变了加纳的测量。全球定位系统在全球参考系上运行,以确定测量和绘图目的的控制点。因此,需要将坐标从卫星基准转换为1926年加纳陆军部基准。多年来,人们提出了几种坐标变换的迭代方法,并发现它们具有良好的变换精度。然而,这些迭代方法总是要求变换模型方程的线性化和待确定的变换参数的初始近似值。这些计算过程进一步提高了迭代方法的计算复杂度和较长的收敛时间。作为替代方案,Procrustes方法被提出并应用于求解不同大地基准网中的坐标变换问题。回顾前人的研究表明,Procrustes法直接、简便,变换精度令人满意。然而,这种方法还有待应用于确定其在加纳大地测量参考网中的效率。因此,本研究利用三维Procrustean方法将坐标从1984年世界大地测量系统(WGS84)转换为1926年加纳陆军部参考基准。该技术产生的水平误差均方根(RMSHE)、水平误差算术平均值(AMHE)和标准差(SD)值分别为1.003 m、0.901 m和0.452 m。这项研究是作为正在进行的研究工作的延伸,以确定加纳大地测量参考网的最佳转换模型。关键词:Procrustean方法,坐标变换,保形模型,卫星定位
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A 3D Procrustean Approach to Transform WGS84 Coordinates to Ghana War Office 1926 Reference Datum
Abstract Satellite positioning technique such as Global Positioning System (GPS) is available to all countries for geospatial positioning. The availability of such positioning technique has revolutionised surveying in Ghana. The GPS operates on a global reference frame to fix control points for surveying and mapping purposes. There is therefore the need to transform coordinates from the satellite-based datum to the Ghana War Office 1926 datum. Several iterative methods have been proposed over the years for coordinate transformation and have been found to exhibit good transformation accuracy. However, these iterative methods always demand the linearisation of the transformation model equations and initial approximation values of the yet to be determined transformation parameters. These computational processes further enhance the computational complexity of the iterative methods and longer convergence time. As alternative solution, the Procrustes method has been proposed and applied to solve coordinate transformation problems in different geodetic reference networks. Review of previous studies indicates that the Procrustes method is direct, simple to use and produce satisfactory transformation accuracy. This method, however, is yet to be applied to ascertain its efficiency in the Ghana geodetic reference network. Therefore, this study utilised the 3D Procrustean approach to transform coordinates from World Geodetic System 1984 (WGS84) to Ghana War Office 1926 reference datum. The technique produced Root Mean Square Horizontal Error (RMSHE), Arithmetic Mean of the Horizontal Error (AMHE) and Standard Deviation (SD) values of 1.003 m, 0.901 m and 0.452 m, respectively. This study is serving as an extension to the ongoing research works to determine optimal transformation model for Ghana geodetic reference network.   Keywords: Procrustean Approach, Coordinate Transformation, Conformal Model, Satellite Positioning
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