Free trajectory construction method for specifying launching elevation angle
A construction method and ballistic technology, applied in special data processing applications, complex mathematical operations, instruments, etc., can solve problems such as unspecified missile construction methods, unresolved ballistic construction methods, and inability to meet high-precision ballistic construction requirements, etc.
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Embodiment 1
[0174] Example 1: Launch time t of any given missile 0 , the geodetic coordinates of launch point A and target point B (see Table 1 for specific parameters), respectively in the two-body motion model and considering the earth's gravity field J 2 All forward and reverse free trajectories are constructed traversally under the perturbed dynamic model.
[0175] Table 1 Example 1
[0176] (Launch time: 13:45:18.732 on August 24, 2012, Beijing time; launch elevation angle h: traversal)
[0177] dot Longitude L (degrees) Geodetic latitude B (degrees) Earth height H (m) A 86.384 -60.756 14.00 B 116.403 60.905 49.00
Embodiment 2
[0178] Example 2: Launch time t of any given missile 0 and the geodetic geographic coordinates of the target point B, the launch point A is located at the North Pole (see Table 2 for the specific parameters), respectively in the two-body motion model and considering the earth's gravity field J 2 All forward and reverse free trajectories are constructed traversally under the perturbed dynamic model.
[0179] Table 2. Example 2
[0180] (Launch time: 13:55:25.6, May 18, 2012, Beijing time; launch elevation angle h: traversal)
[0181]
[0182] Except above-mentioned known condition, the present invention has also used following geophysical constant: the equatorial radius a of reference ellipsoid e =6378136m; gravitational constant μ=0.39860043770442×10 15 m 3 / s 2 ;Earth flattening f=1 / 298.25781;Earth meridian eccentricity:
[0183] Analyzing the above conditions, the launch time and the geodetic coordinates of the launch point are known quantities, and the coordinate...
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