Cross laser image roadbed surface settlement monitoring method and system
A technology for subgrade surface and settlement monitoring, which is applied in the field of image processing, can solve problems such as spot center positioning interference, enlarge the laser interference area, and difficulty in perpendicularity, etc., and achieve the effect of short time consumption and high calculation accuracy
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Embodiment 1
[0029] See figure 1 According to the embodiment of the present invention, the cross-laser image-type subgrade surface settlement monitoring method specifically includes the following steps:
[0030] S1. Image denoising: collect laser images through an image acquisition device, and perform denoising processing on the collected laser images through an adaptive median filter algorithm;
[0031] S2. Image threshold segmentation and morphological processing: identify and analyze the target in the image, and use the maximum inter-class variance method to determine the threshold range to separate the target from the laser image to obtain a binarized laser image; for the binarized laser image Perform morphological opening and closing operations;
[0032] S3. Coarse positioning of the abscissa of the cross spot: find the coordinate value of the first column of the laser image with a pixel value of 1, record the number of rows, and calculate the average value as x1, and similarly obtai...
Embodiment 2
[0047] The present invention also provides a cross-laser image-type roadbed surface settlement monitoring system, which is applied on the roadbed surface. The system includes a first reference point, a tail reference point, and i monitoring points (also called transfer points), where i is greater than 1 The first reference point and the tail reference point are respectively located at the two ends of the roadbed surface; the i monitoring points are arranged along the direction of the first reference point towards the tail reference point, and are arranged according to the requirements of the monitoring section, and the distance between them is generally Between 25-50m.
[0048] The first reference point, the tail reference point, and the i monitoring points are all equipped with image settlement monitors. The image-type subsidence monitor includes a cross laser, a receiving target surface, an image acquisition device and a processing unit; the cross laser is used to emit laser...
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