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利用GPS测定地方坐标系转换的四参数法 总被引:1,自引:0,他引:1
全球定位系统(GPS)卫星星历是以WGS84大地坐标系为根据而建立的,我们平时使用的是经过WGS84坐标系统转化的1954北京坐标,在实际工程测量中我们又经常用到地方独立坐标系,因此有必要求出1954北京坐标系与地方坐标系之间参数。本文介绍的就是我们在实际工作中求解该参数的方法。 相似文献
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沿海区域的测绘资料主要采用1954年北京坐标系、1980西安坐标系和2000国家坐标系(旧称WGS84坐标系),造成使用不便,需要构建这些系统之间的转换关系。不同方法和不同分区的大量试算表明,1980西安坐标系与WGS84坐标系可以采用7参数转换模型,3个分区和5个分区的精度都能达到0.5 m,其中5个分区的精度较好。由于1954年北京坐标系的特殊性,简单的7参数模型不能确保系统的转换精度,1954年北京坐标系与WGS84坐标系最好采用曲面拟合方法实现坐标转换,整个沿海区域采用6个分区,精度可以达到0.5 m以内的转换要求。 相似文献
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GPS接收机接收到的是WGS84坐标,目前我国海图采用的是北京54坐标系,这对海图用户带来使用上的不便或误解.所以直接出版WGS84坐标海图已经成为时代的必然要求.海图测绘部门已经着手全面生产和出版WCS84海图,这一工作需要大量的人力物力和时间.为了使现有北京54海图在这一过渡期内继续使用,探讨使用海图小改正的方法实现北京54海图向WGS84海图的快速转换,是可行的、经济的和有效的.文章分析了各地区坐标改正数的大小和变化规律,提出海图小改正的具体方法. 相似文献
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海籍调查是海域使用论证工作中的重要内容之一,宗海位置图及其界址点坐标成果是海域权属的重要参考。《海籍调查规范》中规定采用WGS-84坐标系,这与我国测绘主管部门规定使用的CGCS2000坐标系不同。文章介绍了这两种坐标系的区别,给出了建设性的意见,可为海域使用论证及相关管理提供参考。 相似文献
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Hasanuddin Z. Abidin S. Sutisna T. Padmasari K. J. Villanueva J. Kahar 《Marine Geodesy》2013,36(4):291-304
Indonesia has maritime boundaries with 10 countries namely: Australia, Timor Leste, Papua New Guinea (PNG), Palau, Philippines, Vietnam, Thailand, Malaysia, Singapore, and India. Many treaties have been ratified concerning these boundaries. Unfortunately, many coordinates of boundary points mentioned in the treaties are not clear in relation to their geodetic datum. The uncertainty in geodetic datum of boundary points introduces complications and problems in spatial management of Indonesia's maritime boundaries, since it can displace the boundary lines from their assumed true location. This study investigates the possible original geodetic datums for the maritime boundaries between Indonesia and neighboring countries, in the case they are not explicitly stated in the treaties. The displacements of boundaries in WGS84 datum are generally in the order of a few hundred meters, i.e., about 200 to 400 m, depending on the assumed original geodetic datum being considered. These boundary displacements are spatially advantageous for Indonesia in some cases and also disadvantageous in others. The study will sum up with some conclusions and recommendations. 相似文献
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Hasanuddin Z. Abidin S. Sutisna T. Padmasari K. J. Villanueva J. Kahar 《Marine Geodesy》2005,28(4):291-304
Indonesia has maritime boundaries with 10 countries namely: Australia, Timor Leste, Papua New Guinea (PNG), Palau, Philippines, Vietnam, Thailand, Malaysia, Singapore, and India. Many treaties have been ratified concerning these boundaries. Unfortunately, many coordinates of boundary points mentioned in the treaties are not clear in relation to their geodetic datum. The uncertainty in geodetic datum of boundary points introduces complications and problems in spatial management of Indonesia's maritime boundaries, since it can displace the boundary lines from their assumed true location. This study investigates the possible original geodetic datums for the maritime boundaries between Indonesia and neighboring countries, in the case they are not explicitly stated in the treaties. The displacements of boundaries in WGS84 datum are generally in the order of a few hundred meters, i.e., about 200 to 400 m, depending on the assumed original geodetic datum being considered. These boundary displacements are spatially advantageous for Indonesia in some cases and also disadvantageous in others. The study will sum up with some conclusions and recommendations. 相似文献
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Nigel R. L. Gooding 《Marine Geodesy》2013,36(3-4):197-203
Abstract The historical development of positioning in relation to the nautical chart is described. Present nautical charts are largely based on geodetic surveys which date from the nineteenth and early twentieth centuries. This gave rise to the use of many local datums and there has been a need to provide the mariner with information to enable him to transfer his position from one chart to an adjacent one on a different datum. The availability of the Global Positioning System (GPS) and the World Geodetic System 1984 (WGS84) datum enables positioning on a single worldwide datum to become a reality. The important factors affecting the adoption of WGS84 as the datum for nautical charts—namely, data availability and the practical and political considerations—are discussed. New developments in the use of nautical charts, the electronic chart display and information systems, and the delineation of international boundaries and territorial limits all give rise to the requirement for improved positional accuracies. Recent experience in the use of GPS both in the provision of control for shore stations of electronic position‐fixing systems and the provision of position for hydrographic surveys is briefly discussed. 相似文献
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由于RTK的测量成果为WGS 84坐标,而实际应用中需要的一般是国家坐标或地方独立坐标,因此需要进行工地校正。针对RTK工地校正过程中公共点的WGS 84坐标存在的系统误差影响坐标转换参数的情况,探讨了利用加权三次曲面拟合法对坐标转换残差进行拟合并对RTK工地校正进行修正的可行性,通过工程实例证明了该方法的有效性。 相似文献
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GPS测量直接获得点位的精确三维坐标,通过空间直角坐标系、大地坐标系、站心地平直角坐标系、站心极坐标系等一系列转换,再加入大气折光差改正和垂线偏差改正,就可以快速获得设备标校所需的精确基准。与采用常规测量方法、分别计算设备标校基准相比,不仅大大减少了工作量,还提高了计算结果的精度。 相似文献
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随着GPS技术的发展,具有RTK功能的GPS接收机不但在平面位置上可以达到厘束级,而且以WGS84为参考椭球的垂直高程也可以达到厘束级,因而被广泛地应用于海岸带测量中。本文介绍了RTKGPS在海域勘界、无验潮模式水深测量方面的一些具体应用。 相似文献