CN110942516A - Tunnel roaming video generation method based on laser scanning data - Google Patents

Tunnel roaming video generation method based on laser scanning data Download PDF

Info

Publication number
CN110942516A
CN110942516A CN201911208329.6A CN201911208329A CN110942516A CN 110942516 A CN110942516 A CN 110942516A CN 201911208329 A CN201911208329 A CN 201911208329A CN 110942516 A CN110942516 A CN 110942516A
Authority
CN
China
Prior art keywords
tunnel
point cloud
perspective projection
section
section point
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201911208329.6A
Other languages
Chinese (zh)
Other versions
CN110942516B (en
Inventor
徐宏
刘丹
杨永强
李勇
仇峰涛
杜雷
陈和
王凯
王浩
安欢
李崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway First Engineering Group Co Ltd
Intelligent Technology Branch of China Railway First Engineering Group Co Ltd
Original Assignee
China Railway First Engineering Group Co Ltd
Intelligent Technology Branch of China Railway First Engineering Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway First Engineering Group Co Ltd, Intelligent Technology Branch of China Railway First Engineering Group Co Ltd filed Critical China Railway First Engineering Group Co Ltd
Priority to CN201911208329.6A priority Critical patent/CN110942516B/en
Publication of CN110942516A publication Critical patent/CN110942516A/en
Application granted granted Critical
Publication of CN110942516B publication Critical patent/CN110942516B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00Three dimensional [3D] modelling, e.g. data description of 3D objects
    • G06T17/20Finite element generation, e.g. wire-frame surface description, tesselation
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T7/00Image analysis
    • G06T7/60Analysis of geometric attributes
    • G06T7/62Analysis of geometric attributes of area, perimeter, diameter or volume
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T2207/00Indexing scheme for image analysis or image enhancement
    • G06T2207/10Image acquisition modality
    • G06T2207/10016Video; Image sequence
    • G06T2207/10021Stereoscopic video; Stereoscopic image sequence
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T2207/00Indexing scheme for image analysis or image enhancement
    • G06T2207/10Image acquisition modality
    • G06T2207/10028Range image; Depth image; 3D point clouds

Landscapes

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Geometry (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Computer Graphics (AREA)
  • Software Systems (AREA)
  • Computer Vision & Pattern Recognition (AREA)
  • Image Generation (AREA)

Abstract

The invention discloses a tunnel roaming video generation method based on laser scanning data, which comprises the following steps: firstly, acquiring laser scanning data of a tunnel wall; secondly, interpolating and calibrating the number of scanning lines of the point cloud of the cross section; thirdly, acquiring the coordinates of a section scanning point and the diameter of the section by taking the center of the section of the tunnel as the center of a circle; fourthly, acquiring gray information corresponding to the cross-section point cloud; fifthly, generating an orthographic image of each ring of the tunnel lining segment; sixthly, generating a frame of perspective projection image; seventhly, generating perspective projection images frame by frame; and eighthly, generating a roaming video along the direction of the mileage of the tunnel. The invention utilizes the perspective projection technology to project objects in a visual range to a single plane with the effect of human vision of 'near-large-far-small', generates a frame-by-frame perspective projection image along the direction of the mileage of the tunnel, can generate a roaming video by setting the number of image frames moving per second, vividly displays the space perspective image of the objects, is intuitive, clear, real and high in efficiency, does not need illumination, does not need manual modeling, and has high video definition.

Description

Tunnel roaming video generation method based on laser scanning data
Technical Field
The invention belongs to the technical field of tunnel roaming video generation, and particularly relates to a tunnel roaming video generation method based on laser scanning data.
Background
At present, for monitoring, deformation detection and the like in the fields of large civil engineering and the like, there are modes based on manual detection, based on stereoscopic vision detection, based on laser scanning detection and the like. The manual detection can obtain a high-precision result by means of a high-precision measuring instrument, such as a level gauge, a total station and the like, but has the defects of low efficiency, high labor intensity and the like; based on stereoscopic vision detection, after left and right images of a region to be detected are acquired through a binocular camera, contour, position and depth information of an object to be detected is acquired through threshold segmentation, feature point detection, extraction, stereoscopic matching and the like. The laser scanning technology can obtain a large amount of coordinate point cloud, laser reflectivity and other information of the object surface, quickly reconstruct the object outline, generate a gray image of the object and the like, has the advantages of high speed, high precision, small influence of weather change, strong robustness and the like, and is gradually applied to the field of large-scale engineering, such as subway tunnel detection and the like. At present, the tunnel is detected based on laser scanning, usually, the point cloud is directly processed and analyzed through an algorithm, but the visualization is poor.
Disclosure of Invention
The technical problem to be solved by the invention is to provide a tunnel roaming video generation method based on laser scanning data, which aims at overcoming the defects in the prior art, and is characterized in that an object in a visual range is projected to a single plane by using a perspective projection technology with the effect of human vision 'near-large-far-small', a frame-by-frame perspective projection image along the mileage direction of a tunnel is generated, a static sequence image is rapidly and continuously displayed, so that a motion false image is formed, a roaming video can be generated by setting the number of image frames moving every second, the space perspective image of the object is vividly displayed, and the tunnel roaming video generation method is intuitive, clear, real and high in efficiency, free of illumination, free of manual modeling, high in video definition and convenient to popularize and use.
In order to solve the technical problems, the invention adopts the technical scheme that: a tunnel roaming video generation method based on laser scanning data is characterized by comprising the following steps:
step one, acquiring laser scanning data of a tunnel wall: erecting a laser scanner on a movable carrier, setting the moving speed of the movable carrier, presetting the scanning resolution and sampling frequency of the laser scanner, covering the inner wall of a tunnel by using a 2D section spiral scanning mode of the laser scanner, moving and collecting section point clouds with laser reflectivity on the inner wall of the tunnel along the mileage direction of the tunnel, and taking the scanning point coordinate of each section point cloud as the center of a circle by using the center of the laser scanner;
step two, the interpolation calibration of the scanning line number of the point cloud of the cross section: calculating a theoretical value of the number of section point cloud scanning lines on one ring of fixed length of a tunnel lining segment according to the moving speed of a moving carrier and the sampling frequency of a laser scanner, comparing the theoretical value of the number of the section point cloud scanning lines with the number of actual section point cloud scanning lines of the corresponding tunnel lining segment, and performing interpolation processing on the number of the section point cloud scanning lines with uneven number of the actual section point cloud scanning lines of the tunnel lining segment to obtain each section point cloud scanning line with even distribution along the mileage direction of the tunnel;
step three, acquiring the coordinates of a section scanning point and the diameter of the section by taking the center of the section of the tunnel as the circle center: performing robust estimation on the section point cloud scanning points after the section point cloud scanning line number interpolation calibration, eliminating rough difference points, and obtaining section scanning point coordinates and section diameters by using the center of the tunnel section as the center of a circle through circle center fitting processing;
step four, obtaining gray information corresponding to the cross-section point cloud: acquiring reflection intensity information of the corresponding cross-section point cloud according to the laser reflectivity of each cross-section point cloud, and performing circle center orthographic projection on the reflection intensity of the cross-section point cloud to acquire a gray value of each scanning point in the cross-section point cloud;
fifthly, generating an orthographic image of each ring of the tunnel lining segment: constructing an image gray matrix according to gray information corresponding to each section point cloud scanning line on each ring of tunnel lining segment, and adding a geographic label to generate an orthophotograph of each ring of tunnel lining segment;
step six, generating a frame of perspective projection image: selecting a visual angle, setting a visual field angle FOV and a closest visual distance and a farthest visual distance corresponding to different positions of the tunnel by taking human eyes as the visual angle, taking a projection plane corresponding to the farthest visual distance as a perspective projection plane of the perspective projection, and performing the perspective projection according to a formula
Figure BDA0002297440340000021
To obtain
Figure BDA0002297440340000031
Calculating the coordinate value rho of the ith section point cloud scanning line coordinate in the perspective range of the tunnel on the perspective projection planeiWherein r isiThe point cloud scanning line coordinate of the ith section in the perspective range of the tunnel, wherein l is the fixed distance between a viewing angle point and a perspective projection planeiThe distance between the viewing angle point and the section of the ith section point cloud scanning line in the perspective range of the tunnel;
gradually transitioning from the nearest visible distance to the farthest visible distance in the perspective range of the tunnel, carrying out perspective projection on each section point cloud scanning line in the perspective range of the tunnel, and corresponding coordinates and gray scale information of each section point cloud scanning line in the perspective projection plane in the perspective range of the tunnel one by one to generate a frame of perspective projection image;
step seven, the step six is circulated for multiple times, and perspective projection images of frames by frames along the mileage direction of the tunnel are generated until the moving carrier stops moving, and the laser scanner does not collect laser scanning data of the tunnel wall any more;
step eight, generating a roaming video along the direction of the mileage of the tunnel: and setting the number of frames of the perspective projection images output every second, continuously outputting the perspective projection images frame by frame according to the time sequence, and generating a roaming video which is along the direction of the mileage of the tunnel and simulates the visual angle of human eyes.
The tunnel roaming video generation method based on the laser scanning data is characterized in that: and in the first step, the laser scanner is a three-dimensional laser scanner Faro or a Z + F9012 three-dimensional laser scanner.
The tunnel roaming video generation method based on the laser scanning data is characterized in that: and fifthly, the geographic label comprises a tunnel lining segment ring number, mileage, deformation, a disease range and facility equipment.
The tunnel roaming video generation method based on the laser scanning data is characterized in that: the moving speed of the moving carrier in the first step is 3 km/h-10 km/h; the scanning resolution of the laser scanner is 3-5; the sampling frequency of the laser scanner is 50 Hz-200 Hz; in the second step, the fixed length of the first ring of the tunnel lining segment is 1.2 m; in step eight, outputting perspective projection images of 25-35 frames per second.
The tunnel roaming video generation method based on the laser scanning data is characterized in that: in the sixth step, the visual angle is front view, left view, right view, overlook or look up, and a frame of perspective projection front view image, perspective projection left view image, perspective projection right view image, perspective projection overlook image or perspective projection upview image is generated; and step eight, continuously outputting the perspective projection images frame by frame according to the time sequence to generate a front-view roaming video, a left-view roaming video, a right-view roaming video, an overlook roaming video or an upward-view roaming video which are along the direction of the mileage of the tunnel and simulate the visual angle of human eyes.
The tunnel roaming video generation method based on the laser scanning data is characterized in that: in the sixth step, the visual angle is any three-dimensional visual angle of 360 degrees, and a frame of perspective projection image with any three-dimensional visual angle of 360 degrees is generated; and step eight, continuously outputting the perspective projection images frame by frame according to the time sequence to generate a 360-degree arbitrary three-dimensional visual angle roaming video which is along the tunnel mileage direction and simulates the human eye visual angle.
Compared with the prior art, the invention has the following advantages:
1. according to the invention, a 2D section spiral scanning mode of a laser scanner is utilized, a section point cloud with laser reflectivity on the inner wall of the tunnel is covered and collected in a moving mode along the mileage direction of the tunnel, an object in a visual range is projected to a single plane by using a perspective projection technology in a human eye visual 'big-end-near-little-end' effect, a frame-by-frame perspective projection image along the mileage direction of the tunnel is generated, illumination is not required, manual modeling is not required, the video definition is high, and the method is convenient to popularize and use.
2. According to the invention, the number of actual section point cloud scanning lines of one ring of tunnel lining segment is obtained, the tunnel environment is complex, the moving carrier speed cannot guarantee real-time uniformity, so that the number of section point cloud scanning lines is unevenly distributed, the theoretical value of the number of section point cloud scanning lines on the fixed length of one ring of tunnel lining segment is calculated according to the moving speed of the moving carrier and the sampling frequency of the laser scanner, the theoretical value of the number of section point cloud scanning lines is compared with the number of actual section point cloud scanning lines of one ring of corresponding tunnel lining segment, the number of section point cloud scanning lines with uneven number of actual section point cloud scanning lines of one ring of tunnel lining segment is subjected to interpolation processing, and each section point cloud scanning line which is evenly distributed along the tunnel mileage direction is obtained, so that each frame of perspective projection image data obtained in the later period is even and.
3. When the laser scanner is installed, the instrument center of the laser scanner cannot be ensured to be positioned at the center of the tunnel section, so that the data of the collected scanning point coordinates of each section point cloud with the instrument center of the laser scanner as the circle center needs to be converted into the section scanning point coordinates with the center of the tunnel section as the circle center, and the image correction is realized.
4. The method of the invention has simple steps, obtains the reflection intensity information of the corresponding cross-section point cloud according to the laser reflectivity of each cross-section point cloud, performs center orthographic projection on the reflection intensity of the cross-section point cloud, obtains the gray value of each scanning point in the cross-section point cloud, generates the orthographic image of each ring of the tunnel lining segment by utilizing the laser reflection intensity information, gradually transits from the nearest visible distance to the farthest visible distance in the perspective range of the tunnel, performs perspective projection on each cross-section point cloud scanning line in the perspective range of the tunnel, corresponds the coordinates and the gray information of each cross-section point cloud scanning line in the perspective projection plane one by one in the perspective projection plane of the tunnel to generate a perspective projection image, a static sequence image, fast and continuous display are carried out, so that the motion false image is formed, and the roaming video can be generated by setting the number of image frames moving per second, the space perspective image of the object is vividly displayed, and the space perspective image is visual, clear, real and high in efficiency, and is convenient to popularize and use.
In summary, the invention utilizes the perspective projection technology to project the objects in the visual range to a single plane with the effect of human vision of 'near-large-far-small', generates the perspective projection images frame by frame along the direction of the mileage of the tunnel, displays the static sequence image images quickly and continuously, forms the false appearance of movement, can generate the roaming video by setting the image frame number moving every second, vividly displays the space perspective image of the objects, is intuitive, clear, real and high in efficiency, does not need illumination, does not need manual modeling, has high video definition, and is convenient for popularization and use.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a block diagram of the process flow of the present invention.
FIG. 2 is a schematic view of a frame of perspective projection image according to the present invention.
Detailed Description
As shown in fig. 1 and fig. 2, a tunnel roaming video generation method based on laser scanning data according to the present invention includes the following steps:
step one, acquiring laser scanning data of a tunnel wall: erecting a laser scanner on a movable carrier, setting the moving speed of the movable carrier, presetting the scanning resolution and sampling frequency of the laser scanner, covering the inner wall of a tunnel by using a 2D section spiral scanning mode of the laser scanner, moving and collecting section point clouds with laser reflectivity on the inner wall of the tunnel along the mileage direction of the tunnel, and taking the scanning point coordinate of each section point cloud as the center of a circle by using the center of the laser scanner;
in the embodiment, the moving speed of the moving carrier in the first step is 3 km/h-10 km/h; the scanning resolution of the laser scanner is 3-5; the sampling frequency of the laser scanner is 50 Hz-200 Hz.
It should be noted that, a 2D section spiral scanning mode of the laser scanner is used to cover the inner wall of the tunnel and move along the direction of the mileage of the tunnel to collect the section point cloud with laser reflectivity on the inner wall of the tunnel, and the perspective projection technology is used to project the objects in the visual range to a single plane with the effect of 'near-large-far-small' of human vision, so as to generate a frame-by-frame perspective projection image along the direction of the mileage of the tunnel, without illumination, without manual modeling, and with high video definition.
Step two, the interpolation calibration of the scanning line number of the point cloud of the cross section: calculating a theoretical value of the number of section point cloud scanning lines on one ring of fixed length of a tunnel lining segment according to the moving speed of a moving carrier and the sampling frequency of a laser scanner, comparing the theoretical value of the number of the section point cloud scanning lines with the number of actual section point cloud scanning lines of the corresponding tunnel lining segment, and performing interpolation processing on the number of the section point cloud scanning lines with uneven number of the actual section point cloud scanning lines of the tunnel lining segment to obtain each section point cloud scanning line with even distribution along the mileage direction of the tunnel;
in the second step, the fixed length of the first ring of the tunnel lining segment is 1.2 m;
step three, acquiring the coordinates of a section scanning point and the diameter of the section by taking the center of the section of the tunnel as the circle center: performing robust estimation on the section point cloud scanning points after the section point cloud scanning line number interpolation calibration, eliminating rough difference points, and obtaining section scanning point coordinates and section diameters by using the center of the tunnel section as the center of a circle through circle center fitting processing;
the method includes the steps of acquiring the number of actual section point cloud scanning lines of a ring of tunnel lining segments, wherein due to the complex tunnel environment, the speed of a mobile carrier cannot guarantee real-time uniformity, and therefore uneven distribution of the number of section point cloud scanning lines is caused, calculating the theoretical value of the number of section point cloud scanning lines on the fixed length of the ring of tunnel lining segments according to the moving speed of the mobile carrier and the sampling frequency of a laser scanner, comparing the theoretical value of the number of section point cloud scanning lines with the number of actual section point cloud scanning lines of the ring of corresponding tunnel lining segments, and performing interpolation processing on the number of section point cloud scanning lines with uneven number of actual section point cloud scanning lines of the ring of tunnel lining segments to obtain each section point cloud scanning line which is evenly distributed along the mileage direction of a tunnel, so that each frame of perspective projection image data acquired in the later period is even.
When the laser scanner is installed, the instrument center of the laser scanner cannot be guaranteed to be located at the center of the tunnel section, so that data of collected scanning point coordinates of each section point cloud with the instrument center of the laser scanner as the circle center needs to be converted into section scanning point coordinates with the center of the tunnel section as the circle center, and correction of images is achieved.
Step four, obtaining gray information corresponding to the cross-section point cloud: acquiring reflection intensity information of the corresponding cross-section point cloud according to the laser reflectivity of each cross-section point cloud, and performing circle center orthographic projection on the reflection intensity of the cross-section point cloud to acquire a gray value of each scanning point in the cross-section point cloud;
fifthly, generating an orthographic image of each ring of the tunnel lining segment: constructing an image gray matrix according to gray information corresponding to each section point cloud scanning line on each ring of tunnel lining segment, and adding a geographic label to generate an orthophotograph of each ring of tunnel lining segment;
in this embodiment, the geographic label in the fifth step includes a tunnel lining segment ring number, a mileage, a deformation, a disease range, and facility equipment.
Step six, generating a frame of perspective projection image: selecting a visual angle, setting a visual field angle FOV and a closest visual distance and a farthest visual distance corresponding to different positions of the tunnel by taking human eyes as the visual angle, taking a projection plane corresponding to the farthest visual distance as a perspective projection plane of the perspective projection, and performing the perspective projection according to a formula
Figure BDA0002297440340000071
To obtain
Figure BDA0002297440340000072
Calculating the coordinate value rho of the ith section point cloud scanning line coordinate in the perspective range of the tunnel on the perspective projection planeiWherein r isiThe point cloud scanning line coordinate of the ith section in the perspective range of the tunnel, wherein l is the fixed distance between a viewing angle point and a perspective projection planeiThe distance between the viewing angle point and the section of the ith section point cloud scanning line in the perspective range of the tunnel;
gradually transitioning from the nearest visible distance to the farthest visible distance in the perspective range of the tunnel, carrying out perspective projection on each section point cloud scanning line in the perspective range of the tunnel, and corresponding coordinates and gray scale information of each section point cloud scanning line in the perspective projection plane in the perspective range of the tunnel one by one to generate a frame of perspective projection image;
step seven, the step six is circulated for multiple times, and perspective projection images of frames by frames along the mileage direction of the tunnel are generated until the moving carrier stops moving, and the laser scanner does not collect laser scanning data of the tunnel wall any more;
step eight, generating a roaming video along the direction of the mileage of the tunnel: and setting the number of frames of the perspective projection images output every second, continuously outputting the perspective projection images frame by frame according to the time sequence, and generating a roaming video which is along the direction of the mileage of the tunnel and simulates the visual angle of human eyes.
In step eight, outputting perspective projection images of 25-35 frames per second.
It is to be noted that, according to the laser reflectivity of each cross-section point cloud, the reflection intensity information of the corresponding cross-section point cloud is obtained, the center of circle orthographic projection is carried out on the reflection intensity of the cross-section point cloud, the gray value of each scanning point in the cross-section point cloud is obtained, the laser reflection intensity information is utilized to generate the orthographic image of each ring of the tunnel lining segment, the nearest visible distance in the perspective range of the tunnel is gradually transited to the farthest visible distance, the perspective projection is carried out on each cross-section point cloud scanning line in the perspective range of the tunnel, the coordinates and the gray information of each cross-section point cloud scanning line in the perspective projection plane in the perspective range of the tunnel are in one-to-one correspondence to generate a perspective projection image, a static sequence image is displayed rapidly and continuously, so that the motion false image is formed, and the roaming video can be generated by setting, the space perspective image of the object is vividly displayed, and the space perspective image is visual, clear, real and high in efficiency.
In this embodiment, the laser scanner in the first step is a three-dimensional laser scanner Faro or a Z + F9012 three-dimensional laser scanner.
In this embodiment, the viewing angle in the sixth step is front view, left view, right view, top view or top view, and a frame of perspective projection front view image, perspective projection left view image, perspective projection right view image, perspective projection top view image or perspective projection top view image is generated; and step eight, continuously outputting the perspective projection images frame by frame according to the time sequence to generate a front-view roaming video, a left-view roaming video, a right-view roaming video, an overlook roaming video or an upward-view roaming video which are along the direction of the mileage of the tunnel and simulate the visual angle of human eyes.
In this embodiment, the view angle in the sixth step is a 360-degree any three-dimensional view angle, and a frame of perspective projection 360-degree any three-dimensional view angle image is generated; and step eight, continuously outputting the perspective projection images frame by frame according to the time sequence to generate a 360-degree arbitrary three-dimensional visual angle roaming video which is along the tunnel mileage direction and simulates the human eye visual angle.
According to the method, the roaming video is directly generated from the laser point cloud, so that the human input of 'segment modeling + block mapping' in the traditional modeling method is greatly reduced, and the current situation of the tunnel can be more intuitively reflected.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.

Claims (6)

1. A tunnel roaming video generation method based on laser scanning data is characterized by comprising the following steps:
step one, acquiring laser scanning data of a tunnel wall: erecting a laser scanner on a movable carrier, setting the moving speed of the movable carrier, presetting the scanning resolution and sampling frequency of the laser scanner, covering the inner wall of a tunnel by using a 2D section spiral scanning mode of the laser scanner, moving and collecting section point clouds with laser reflectivity on the inner wall of the tunnel along the mileage direction of the tunnel, and taking the scanning point coordinate of each section point cloud as the center of a circle by using the center of the laser scanner;
step two, the interpolation calibration of the scanning line number of the point cloud of the cross section: calculating a theoretical value of the number of section point cloud scanning lines on one ring of fixed length of a tunnel lining segment according to the moving speed of a moving carrier and the sampling frequency of a laser scanner, comparing the theoretical value of the number of the section point cloud scanning lines with the number of actual section point cloud scanning lines of the corresponding tunnel lining segment, and performing interpolation processing on the number of the section point cloud scanning lines with uneven number of the actual section point cloud scanning lines of the tunnel lining segment to obtain each section point cloud scanning line with even distribution along the mileage direction of the tunnel;
step three, acquiring the coordinates of a section scanning point and the diameter of the section by taking the center of the section of the tunnel as the circle center: performing robust estimation on the section point cloud scanning points after the section point cloud scanning line number interpolation calibration, eliminating rough difference points, and obtaining section scanning point coordinates and section diameters by using the center of the tunnel section as the center of a circle through circle center fitting processing;
step four, obtaining gray information corresponding to the cross-section point cloud: acquiring reflection intensity information of the corresponding cross-section point cloud according to the laser reflectivity of each cross-section point cloud, and performing circle center orthographic projection on the reflection intensity of the cross-section point cloud to acquire a gray value of each scanning point in the cross-section point cloud;
fifthly, generating an orthographic image of each ring of the tunnel lining segment: constructing an image gray matrix according to gray information corresponding to each section point cloud scanning line on each ring of tunnel lining segment, and adding a geographic label to generate an orthophotograph of each ring of tunnel lining segment;
step six, generating a frame of perspective projection image: selecting a visual angle, setting a visual field angle FOV and a closest visual distance and a farthest visual distance corresponding to different positions of the tunnel by taking human eyes as the visual angle, taking a projection plane corresponding to the farthest visual distance as a perspective projection plane of the perspective projection, and performing the perspective projection according to a formula
Figure FDA0002297440330000021
To obtain
Figure FDA0002297440330000022
Calculating the coordinate value rho of the ith section point cloud scanning line coordinate in the perspective range of the tunnel on the perspective projection planeiWherein r isiThe point cloud scanning line coordinate of the ith section in the perspective range of the tunnel, wherein l is the fixed distance between a viewing angle point and a perspective projection planeiThe distance between the viewing angle point and the section of the ith section point cloud scanning line in the perspective range of the tunnel;
gradually transitioning from the nearest visible distance to the farthest visible distance in the perspective range of the tunnel, carrying out perspective projection on each section point cloud scanning line in the perspective range of the tunnel, and corresponding coordinates and gray scale information of each section point cloud scanning line in the perspective projection plane in the perspective range of the tunnel one by one to generate a frame of perspective projection image;
step seven, the step six is circulated for multiple times, and perspective projection images of frames by frames along the mileage direction of the tunnel are generated until the moving carrier stops moving, and the laser scanner does not collect laser scanning data of the tunnel wall any more;
step eight, generating a roaming video along the direction of the mileage of the tunnel: and setting the number of frames of the perspective projection images output every second, continuously outputting the perspective projection images frame by frame according to the time sequence, and generating a roaming video which is along the direction of the mileage of the tunnel and simulates the visual angle of human eyes.
2. The method for generating tunnel roaming video based on laser scanning data according to claim 1, characterized in that: and in the first step, the laser scanner is a three-dimensional laser scanner Faro or a Z + F9012 three-dimensional laser scanner.
3. The method for generating tunnel roaming video based on laser scanning data according to claim 1, characterized in that: and fifthly, the geographic label comprises a tunnel lining segment ring number, mileage, deformation, a disease range and facility equipment.
4. The method for generating tunnel roaming video based on laser scanning data according to claim 1, characterized in that: the moving speed of the moving carrier in the first step is 3 km/h-10 km/h; the scanning resolution of the laser scanner is 3-5; the sampling frequency of the laser scanner is 50 Hz-200 Hz; in the second step, the fixed length of the first ring of the tunnel lining segment is 1.2 m; in step eight, outputting perspective projection images of 25-35 frames per second.
5. The method for generating tunnel roaming video based on laser scanning data according to claim 1, characterized in that: in the sixth step, the visual angle is front view, left view, right view, overlook or look up, and a frame of perspective projection front view image, perspective projection left view image, perspective projection right view image, perspective projection overlook image or perspective projection upview image is generated; and step eight, continuously outputting the perspective projection images frame by frame according to the time sequence to generate a front-view roaming video, a left-view roaming video, a right-view roaming video, an overlook roaming video or an upward-view roaming video which are along the direction of the mileage of the tunnel and simulate the visual angle of human eyes.
6. The method for generating tunnel roaming video based on laser scanning data according to claim 1, characterized in that: in the sixth step, the visual angle is any three-dimensional visual angle of 360 degrees, and a frame of perspective projection image with any three-dimensional visual angle of 360 degrees is generated; and step eight, continuously outputting the perspective projection images frame by frame according to the time sequence to generate a 360-degree arbitrary three-dimensional visual angle roaming video which is along the tunnel mileage direction and simulates the human eye visual angle.
CN201911208329.6A 2019-11-30 2019-11-30 Tunnel roaming video generation method based on laser scanning data Active CN110942516B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911208329.6A CN110942516B (en) 2019-11-30 2019-11-30 Tunnel roaming video generation method based on laser scanning data

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911208329.6A CN110942516B (en) 2019-11-30 2019-11-30 Tunnel roaming video generation method based on laser scanning data

Publications (2)

Publication Number Publication Date
CN110942516A true CN110942516A (en) 2020-03-31
CN110942516B CN110942516B (en) 2023-02-10

Family

ID=69908388

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911208329.6A Active CN110942516B (en) 2019-11-30 2019-11-30 Tunnel roaming video generation method based on laser scanning data

Country Status (1)

Country Link
CN (1) CN110942516B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113223174A (en) * 2021-05-12 2021-08-06 武汉中仪物联技术股份有限公司 Cross section-based pipe internal roaming method and system
CN115631317A (en) * 2022-11-30 2023-01-20 北京建筑大学 Tunnel lining ortho-image generation method and device, storage medium and terminal

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104359459A (en) * 2014-12-04 2015-02-18 上海岩土工程勘察设计研究院有限公司 Method for scanning reflectivity information to generate tunnel lining image by virtue of three-dimensional laser
US20190180714A1 (en) * 2017-12-08 2019-06-13 Topcon Corporation Device, method, and program for controlling displaying of survey image
CN110411361A (en) * 2019-05-15 2019-11-05 首都师范大学 A kind of mobile tunnel laser detection data processing method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104359459A (en) * 2014-12-04 2015-02-18 上海岩土工程勘察设计研究院有限公司 Method for scanning reflectivity information to generate tunnel lining image by virtue of three-dimensional laser
US20190180714A1 (en) * 2017-12-08 2019-06-13 Topcon Corporation Device, method, and program for controlling displaying of survey image
CN110411361A (en) * 2019-05-15 2019-11-05 首都师范大学 A kind of mobile tunnel laser detection data processing method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
褚平进: "基于三维激光扫描数据的单圆盾构隧道内壁影像生成算法", 《浙江水利水电学院学报》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113223174A (en) * 2021-05-12 2021-08-06 武汉中仪物联技术股份有限公司 Cross section-based pipe internal roaming method and system
CN115631317A (en) * 2022-11-30 2023-01-20 北京建筑大学 Tunnel lining ortho-image generation method and device, storage medium and terminal

Also Published As

Publication number Publication date
CN110942516B (en) 2023-02-10

Similar Documents

Publication Publication Date Title
CN110766798B (en) Tunnel monitoring measurement result visualization method based on laser scanning data
CN110288642B (en) Three-dimensional object rapid reconstruction method based on camera array
US10237532B2 (en) Scan colorization with an uncalibrated camera
CA2967174C (en) Localising portable apparatus
CN104537707B (en) Image space type stereoscopic vision moves real-time measurement system online
CN109215108A (en) Panorama three-dimensional reconstruction system and method based on laser scanning
WO2017156905A1 (en) Display method and system for converting two-dimensional image into multi-viewpoint image
CN102003938A (en) Thermal state on-site detection method for large high-temperature forging
CN103559737A (en) Object panorama modeling method
CN109544628B (en) Accurate reading identification system and method for pointer instrument
Pascoe et al. Farlap: Fast robust localisation using appearance priors
CN110942516B (en) Tunnel roaming video generation method based on laser scanning data
CN104236479A (en) Line structured optical three-dimensional measurement system and three-dimensional texture image construction algorithm
CN111811433B (en) Structured light system calibration method and device based on red and blue orthogonal stripes and application
CN106500626A (en) A kind of mobile phone stereoscopic imaging method and three-dimensional imaging mobile phone
CN111156921A (en) Contour data processing method based on sliding window mean filtering
CN104732586A (en) Fast reconstruction method for three-dimensional human body dynamic form and fast construction method for three-dimensional movement light stream
Chai et al. Single-image calibration method for multiple virtual binocular vision system
CN116205961A (en) Automatic registration method and system for multi-lens combined image and laser radar point cloud
CN114187409A (en) Method for building ship model based on video image and laser radar point cloud fusion
CN114119891A (en) Three-dimensional reconstruction method and reconstruction system for robot monocular semi-dense map
CN113450460A (en) Phase-expansion-free three-dimensional face reconstruction method and system based on face shape space distribution
Knyaz Automated calibration technique for photogrammetric system based on a multi-media projector and a CCD camera
CN111402171A (en) Point cloud projection correction method based on tunnel general section
Sgrenzaroli Cultural heritage 3D reconstruction using high resolution laser scanner: new frontiers data processing

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant