基于相对高程异常差平差法的区域似大地水准面精化
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摘要
本文针对厘米级精度似大地水准面的工程应用需求,在现有数据的基础上,充分挖掘和利用重力数据中的高频信息,获得高精度的相对高程异常差,进而利用GPS/水准点进行严密的控制平差,将重力似大地水准面强制约束到GPS/水准似大地水准面上,最终获得了厘米级精度的局部似大地水准面格网数值模型。
     本文的主要工作和创新点如下:
     1.分析了精化(似)大地水准面的理论和方法,结合CGGM2000的建立研究了移去-恢复法和GPS/水准拟合法的具体应用。
     2.研究了垂线偏差及其计算得到的高程异常差对地形高频信息的敏感性;推导了高程异常的重力异常改正项计算公式并对其进行了定量分析;分析了GPS/水准拟合法精化(似)大地水准面存在的不足。
     3.提出了一种综合利用垂线偏差、重力异常、GPS/水准等数据的精化局部区域似大地水准面的方法——相对高程异常差平差法。
     4.研究了针对高程异常差格网数据的平差计算方法,分析了传统的根据测段距离定权的参数平差方法在存有系统偏差的大型格网数据进行强约束平差中存在的问题,提出了两种适合于格网数据的参数平差方法:根据观测量(即高程异常差)到控制点的距离定权的格网平差法和根据路线控制的分步平差法。
     5.分别在平原和山区地形条件下,计算分析了高程异常差平差法进行似大地水准面精化的相对精度和绝对精度。
Aiming at the requirements of engineering applications of cm-level quasi-geoid, the dissertation proposed a method for obtaining local cm-level quasi-geoid from known gravity anomalies and other data. Through making full use of the high-frequency information within gravity observations, firstly the relative difference of height anomaly was obtained with high accuracy, and then by making a strict controlled adjustment on GPS/leveling points, the gravimetrical quasi-geoid was mandatorily constrained to the GPS quasi-geoid, and finally the numerical grid model of cm-level local quasi-geoid was established. In the dissertation the following work has been completed.
     1. The conventional theories and methods for the determination of geoid and/or quasi-geoid were discussed. Then taking the establishment of CGGM2000, the remove-and-restore technique for refining the quasi-geoid and the theory of GPS/leveling fitting were also researched.
     2. The sensitivity of vertical deflections and height anomaly difference obtained using the former to the high frequency terrain information was studied. The formula of the gravity anomaly correction term for height anomaly was derived and analyzed quantitatively. The defects of the GPS/leveling fitting method were also analyzed.
     3. A method was proposed for the refining of the local quasi-geoid using vertical deflections, gravity anomalies, GPS/leveling comprehensively, which was called relative height anomaly difference adjustment.
     4. The adjustment method that deals with grid height anomaly difference was studied. The problems were analyzed in the application of the parametric adjustment in which weights are determined in terms of distances in strongly constrained adjustment of large grid where there exist systematic errors. Two parametric adjustment methods that apply to grid data were proposed. One is the grid adjustment method in which weights were determined in terms of the distance from the observed point to the control point; and the other is the step-wise adjustment method that relies on route.
     5. The relative accuracy and absolute accuracy in the refining of quasi-geoid using the height anomaly difference adjustment were calculated and discussed for plains and mountainous areas respectively.
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