A Free Ballistic Construction Method with Specified Launch Elevation Angle
A construction method and ballistic technology, applied in complex mathematical operations, instruments, design optimization/simulation, etc., can solve the problems of not meeting the requirements of high-precision ballistic construction, not giving the missile construction method, and failing to solve the ballistic construction method, 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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