An Atmospheric Refractive Correction Method Based on Vision Measurement
A technology of atmospheric refraction and correction method, which is applied in the field of monitoring, can solve the problems of large time variation of atmospheric refraction coefficient, difficulty in finding a stationary reference target, and inability to meet real-time or quasi-real-time monitoring, etc., to achieve simplified steps, Real-time correction of atmospheric refraction, easy to operate
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Embodiment 1
[0057] An atmospheric refraction correction method based on visual measurement, which is applied to deformation monitoring of facilities such as slopes, foundation pits, and bridges. Unlike the close-range photogrammetry method, the visual deformation monitoring technology adopted does not require three-dimensional Image processing directly measures the two-dimensional displacement. Specifically include the following steps:
[0058] 1. Obtain the deformation monitoring cooperation logo and its parameters. For details on the deformation monitoring cooperation logo, see figure 1 , including the following steps:
[0059] Step 1.1. Design four circular shapes (A, B, C, and D) in the same vertical plane as deformation monitoring cooperation signs. The center points of the four circular shapes are connected in turn to form diagonal lines along the horizontal and vertical directions. A rhombus in the vertical direction, where: BD (the distance between the two centers of the logo in...
Embodiment 2
[0088] The experimental site is selected as two buildings, a cement observation pier is built on one of the buildings, the camera is installed on the bracket and fixed on the observation pier, and the lens is fixed at the same time, and the monitoring sign is pasted on the other building. At a distance of 55m, a two-day static measurement experiment was carried out (the signboard is still, theoretically, the displacement curve should be a straight line coincident with the x-axis), and the measurement interval is 5s. The test started at 8:00 am and ended at 5:00 pm .
[0089] Concrete method is with embodiment 1.
[0090] The calculated original displacement of the target, the target displacement caused by atmospheric refraction, and the actual displacement of the target after atmospheric refraction correction are detailed in Figure 4 (a), Figure 4 (b), Figure 4 (c) and Figure 4 (d), the particulars being:
[0091] Figure 4 (a) is a comparison chart of the original d...
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