Method of Controlling Gaussian Projection Deformation Based on Normal Section Meridian Ellipsoid
A Gaussian projection and meridian technology, which is applied in the field of surveying and mapping science, and can solve problems such as the inability to guarantee the uniqueness of coordinates, the inability to reduce the number of projection bands, and the failure to expand the width of the projection band.
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[0059] According to the content of the "New Korla-Golmud (Golmud-Mangya Section) Railway Control Measurement Results Report", the main line plan is about 500 kilometers long. The geographic location of the survey area is located at east longitude: 86°00′~95°30′; north latitude: 36°00′~42°00′. The maximum altitude of the line is 3163.6m, the minimum is 2797.8m, and the average is 2940.4m.
[0060] The coordinate system adopts the basic ellipsoid parameters of the BJ54 national geodetic coordinate system, and establishes an independent coordinate system for the project according to the Gaussian narrow-band projection method. It is required that the deformation of the side length projection is not greater than 25mm / km. The elevation datum adopts the 1985 national elevation datum.
[0061] (1) Construct "normal section meridian ellipsoid E4"
[0062] Take the normal section of the position datum point on the reference ellipsoid E0 of the national geodetic coordinate system as ...
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