重力扰动和重力异常的组合用于大地水准面确定:以印度尼西亚中爪哇三宝垄市为例

L. M. Sabri, T. A. Sunantyo, L. Heliani, N. Widjajanti
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引用次数: 1

摘要

大地高度到正高程的转换需要大地水准面将椭球以上的几何高程转换为平均海平面以上的物理高程。由于城市发展和自然活动导致许多水准基准丢失和变形,对精确大地水准面的需求日益增加。本文提出了基于重力扰动数据和重力异常数据相结合的大地水准面确定方法。根据185个地球重力数据计算重力扰动。2016年3月,使用Scintrex CG-5重力仪测量重力数据。所有重力站坐标均采用GNSS快速静态法测量,精度达到亚米级。为了提高大地水准面模型的精度,一些政府和民间机构利用模拟重力仪测量了重力异常数据。它包含10149个数据,覆盖了整个爪哇岛,其纬度不小于2弧度,经度不小于10弧度。城市重力扰动代表局部重力数据,爪哇岛重力异常代表区域重力数据,EGM2008代表全球重力数据。利用EGM2008大地水准面波动,通过简单的自由空气还原将Java重力异常转换为重力扰动数据。然后将转换后的数据转移到当地的重力数据系统中。在局部数据和区域数据相结合的基础上,采用Remove-Compute-Restore方案和Hotine积分计算重力大地水准面。用静态GNSS法和水准法测量的30个几何大地水准面点对重力大地水准面进行了验证。这些验证点分布在51公里的水准线上。精度检验表明,重力大地水准面与几何大地水准面平均偏差为-0.773 m,大地水准面标准差为$\pmb{\pm 0.042}\ \mathbf{m}$。本研究的结论是重力扰动数据与重力异常数据的结合可以达到厘米级的精度。在今后的研究中,建议采用随机加权方法将局部和区域重力数据结合起来。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Combination of Gravity Disturbances and Gravity Anomalies for Geoid Determination: A Case Study in Semarang City, Central Java, Indonesia
Conversion of geodetic height to orthometric height requires geoid to transform geometric elevation above ellipsoid into physical elevation above mean sea level. The need of accurate geoid is increasing as many leveling benchmarks have lost and deformed due to city development and natural activities. This paper presents geoid determination based on combination of gravity disturbances data and gravity anomalies data. Gravity disturbances were computed from 185 terrestrial gravity data. Gravity data were measured on March 2016 using Scintrex CG-5 gravimeter. All gravity stations coordinates were measured using rapid static method of GNSS to achieve sub-meter accuracy. Gravity anomalies data for improving the accuracy of the geoid models were measured by some government and private agencies using analogue gravimeters. It consisted of 10,149 data and covered whole Java island which was not less than 2 arc degree of latitude by 10 arc degree of longitude. Gravity disturbances of the city represented local gravity data, gravity anomalies of Java island represented regional data, while EGM2008 represented global gravity data. Gravity anomalies Java were converted to gravity disturbances data using geoid undulation of EGM2008 by simple free air reduction. The converted data were then shifted to local gravity data system. Gravimetric geoid were computed using Remove-Compute-Restore scheme and integral of Hotine based on combination of local and regional data. Gravimetric geoid was validated on 30 geometric geoid points measured by static method of GNSS and leveling. These validation points were distributed along 51 km of leveling line. Accuracy test showed that average deviation of gravimetric geoid to geometric geoid was -0.773 m while standard deviation of geoid was $\pmb{\pm 0.042}\ \mathbf{m}$. Conclusion of this research was that combination of gravity disturbances data and gravity anomalies data could achieve centimeter level accuracy. For future research, it was recommended to apply stochastic weighting to combine local and regional gravity data.
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