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GPS KINEMATIC for CALCULATION of GEOID UNDULATION IN SULAWESI

机译:GPS KINEMATIC用于计算苏拉威西的大地水准面波动

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The use of GPS is increase in the last past year in all aspect of live. The disadvantage of using GPS is the height information not the actual height. To convert it to actual height is needed geoid undulation. In 2008 Adolfientje Kasenda has provided the Gravity data using airborne gravimetric. The survey used the GPS kinematic positioning to determine the coordinate in the plane which use for the position of the gravity data. The position of the gravity data was calculated from these GPS kinematic positioning with used of Bernese 5.0 GPS software. The program that used to calculate the coordinate is CODSPP and GPSEST with use zero difference. In CODSPP it had a RMS from 0.000 to 8.096 in X component, from 0.000 to 9.589 in Y component and from 0.000 to 5.317 in Z component. And in GPSEST it had a RMS from -1.874 to 0.994 in X component, from -2.104 to 5.906 in Y component and from 0.049 to 5.464 in Z component. Seen from the value of RMS of the coordinate from both program - The result of both program can be used as the coordinate of the airborne gravity point. GPSEST gives more accurate than CODSPP.
机译:在过去的一年中,在生活的各个方面,GPS的使用都在增加。使用GPS的缺点是高度信息不是实际高度。将其转换为实际高度需要大地水准面波动。 2008年,Adolfientje Kasenda使用机载重量分析仪提供了重力数据。勘测使用GPS运动学定位来确定平面中的坐标,该坐标用于重力数据的位置。重力数据的位置是使用Bernese 5.0 GPS软件从这些GPS运动学位置计算得出的。用于计算坐标的程序是CODSPP和GPSEST(使用零差)。在CODSPP中,X分量的RMS为0.000至8.096,Y分量的RMS为0.000至9.589,Z分量的RMS为0.000至5.317。在GPSEST中,X分量的RMS为-1.874至0.994,Y分量的RMS为-2.104至5.906,Z分量的RMS为0.049至5.464。从两个程序的坐标RMS值中可以看出-两个程序的结果都可以用作机载重力点的坐标。 GPSEST比CODSPP更准确。

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