Region quasi-geoid refining method based on CQG2000
A geoid and GPS leveling technology, used in height/level measurement, measuring devices, instruments, etc., can solve the problems of complex measurement process and high measurement cost, and achieve the effects of huge social benefits, great difficulty and long cycle.
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Embodiment 1
[0028] Such as figure 1 As shown, the CQG2000-based region-like geoid refinement method of the present invention comprises the following steps:
[0029] Step 1, constructing the regional quasi-geoid model of the area to be measured, which mainly includes the following steps:
[0030] (a) Remove and calculate the starting data value Δξ of the regional quasi-geoid model to be constructed:
[0031] First of all, the regional GPS leveling network of the area to be measured is laid out, GPS receivers and leveling instruments are used to carry out GPS measurement and leveling measurement on the area to be measured at the same time, and the GPS observation data and leveling measurement data are obtained, and corresponding calculations are obtained Height anomaly observation value ξ of GPS benchmarking point. In this embodiment, the area to be measured is a plain area with little terrain fluctuation.
[0032] That is to say, in the early stage of refinement, in accordance with the "N...
Embodiment 2
[0049] Such as figure 2 As shown, the area to be measured is a mountainous or hilly area with little terrain undulation. The method for refining the geoid-like area based on CQG2000 according to the present invention has the same steps as in Embodiment 1, the main difference is that it needs to calculate The terrain correction model mainly includes the following steps:
[0050] (a) Remove and calculate the starting data value Δξ of the regional quasi-geoid model to be constructed:
[0051] First of all, the regional GPS leveling network of the area to be measured is laid out, GPS receivers and leveling instruments are used to carry out GPS measurement and leveling measurement on the area to be measured at the same time, and the GPS observation data and leveling measurement data are obtained, and corresponding calculations are obtained Height anomaly observation value ξ of GPS benchmarking point.
[0052] In this embodiment, there are m GPS horizontal coincidence points and ...
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