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Normal Height Connection across Seas by the Geopotential-Difference Method: Case Study in Qiongzhou Strait, China

机译:利用地势差方法跨海正常高程连接:以中国琼州海峡为例

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摘要

The national/regional unified height datum is of great importance for the establishment of geospatial information infrastructure and the corresponding surveying applications. The geopotential-difference method is proposed for long-distance height-datum connection across seas based on global positioning system (GPS)/leveling, global geopotential model (GGM), and satellite altimetry data sets. For a case study, the Chinese height datum 1985 (CNHD85) in the mainland was connected to the local vertical datum (LVD) in Hainan across Qiongzhou Strait up to a distance over 30km. The results show that this method is independent of the selection of virtual leveling lines. Furthermore, evaluation with an indirect approach shows that the choice of GGM affects the quality of the normal height connection, where the relative accuracies of the solutions based on the Earth Gravity Model 2008 (EGM2008), European Improved Gravity Model of the Earth by New Techniques 6C (EIGEN-6C), EIGEN-6C3STAT, and EIGEN-6C4 models are 0.012, 0.0132, 0.022, and 0.009 m, respectively. The final CNHD85 normal heights of GPS/leveling benchmarks in Hainan were computed based on the EIGEN-6C4 model, and the closure of the height difference for the computed normal heights meets the tolerance requirement of the second-order spirit leveling. Moreover, the corresponding results indicate that the vertical datum difference between CNHD85 and LVD over Hainan is approximately at the level of 0.186 m.
机译:国家/地区统一的高度基准对于建立地理空间信息基础设施和相应的测量应用至关重要。提出了基于全球定位系统(GPS)/水准仪,全球地球电势模型(GGM)和卫星测高仪数据集的跨海远距离高程基准的地势差方法。作为一个案例研究,大陆的中国高程基准1985(CNHD85)与跨过琼州海峡的海南本地垂直基准(LVD)相连,距离超过30公里。结果表明,该方法与虚拟找平线的选择无关。此外,采用间接方法进行的评估表明,GMG的选择会影响正常高度连接的质量,其中基于2008年地球重力模型(EGM2008),欧洲采用新技术改进的地球重力模型的解决方案的相对精度6C(EIGEN-6C),EIGEN-6C3STAT和EIGEN-6C4模型分别为0.012、0.0132、0.022和0.009m。基于EIGEN-6C4模型计算了海南GPS /水准仪基准的CNHD85最终正常高度,计算出的高程高度差的闭合满足了二级水准仪的公差要求。此外,相应的结果表明,CNHD85和LVD在海南的垂直基准差约为0.186 m。

著录项

  • 来源
    《Journal of surveying engineering》 |2017年第2期|05016011.1-05016011.10|共10页
  • 作者单位

    Huazhong Univ Sci & Technol, Sch Phys, MOE Key Lab Fundamental Phys Quant Measurement, Luo Yu Rd, Wuhan 430074, Peoples R China|Wuhan Univ, Sch Geodesy & Geomat, Wuhan 430079, Peoples R China;

    Huazhong Univ Sci & Technol, Sch Phys, MOE Key Lab Fundamental Phys Quant Measurement, Luo Yu Rd, Wuhan 430074, Peoples R China|Wuhan Univ, Sch Geodesy & Geomat, State Key Lab Informat Engn Surveying Mapping & R, Key Lab Geospace Environm & Geodesy,Minist Educ, Wuhan 430079, Peoples R China;

    China Railway Eryuan Engn Grp Co Ltd, Tongjin Rd, Chengdu 610000, Peoples R China;

    China Railway Eryuan Engn Grp Co Ltd, Tongjin Rd, Chengdu 610000, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Normal height connection; Global positioning system (GPS)/leveling data; Geopotential-difference method; Mean sea surface; Altimetric gravity anomalies;

    机译:正常高度连接;全球定位系统(GPS)/水准数据;地势差法;平均海面;高度重力异常;

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