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STUDY ON GPS HEIGHT TRANSFORMATION USING BP NEURAL NETWORK

机译:基于BP神经网络的GPS高程转换研究。

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摘要

Positions determined by GPS receivers are expressed in geocentric coordinate orrngeodetic coordinate defined by WGS-84 ellipsoid, but in engineering application, thoserncoordinates need to be transformed to local coordinate system (such as Northing and Easting), andrnellipsoidal (geodetic) heights (h) need to be transferred to physical heights, such as orthometricrnheights (H). The height difference between the geodetic height h and the orthometric height H isrncalled undulation N. If the undulation N for a point determined by a GPS receiver is available,rnthen the 3-D geocentric coordinate in WGS-84 can be transformed to local coordinate system andrnorthometric height.rnIn this paper a transformation method from GPS geodetic height (h) to orthometric height (H)rnusing back-propagation (BP) artificial neural network is proposed. A series of 283 bench marks,rnlocated at the central of Taiwan, are selected as the test data. The preliminary test results indicaternthat: (1) the 'trainbr' training algorithm should be used to transform GPS height if both ANNrntraining speed and accuracy are considered, (2) the transformation accuracy decreases fromrn0.0510 m to 0.0331 m when the number of neurons increases from 5 to 40, if the 'trainbr' trainingrnalgorithm was adopted, (3) the performance of GPS height transformation using BP artificialrnneural network is better than the other two estimation methods. The transformation accuracy forrn'BP ANN', 'Curve Fitting', and 'MOI Model' are 0.044 m, 0.199 m, and 0.201 m respectively.
机译:GPS接收器确定的位置以WGS-84椭球定义的地心坐标或大地坐标表示,但在工程应用中,需要将这些坐标转换为局部坐标系(例如北向和东向),并需要将椭球(大地坐标)高度(h)转换为局部坐标系。传递到物理高度,例如正高(H)。大地高度h和正高H之间的高度差被称为起伏N。如果GPS接收器确定的点的起伏N可用,则WGS-84中的3-D地心坐标可以转换为局部坐标系本文提出了一种利用反向传播(BP)人工神经网络将GPS大地高(h)转换为正高(H)的方法。选择位于台湾中部的283个基准标记作为测试数据。初步的测试结果表明:(1)如果同时考虑了ANN的训练速度和精度,则应使用'trainbr'训练算法来转换GPS高度;(2)当神经元数量增加时,转换精度从rn0.0510 m降低至0.0331 m。如果采用“ trainbr”训练算法,则从5增加到40。(3)使用BP人工神经网络进行GPS高度转换的性能要优于其他两种估计方法。 “ BP神经网络”,“曲线拟合”和“ MOI模型”的转换精度分别为0.044 m,0.199 m和0.201 m。

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