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Volume 46 Issue 4
Apr.  2024
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ZHANG Zhen, JIANG Tiansheng, ZHAO Lijun, CHENG Ze. Camera Calibration Using Cross-Section Waterline Orientation for Video-based Flow Measurement[J]. Journal of Electronics & Information Technology, 2024, 46(4): 1428-1437. doi: 10.11999/JEIT230573
Citation: ZHANG Zhen, JIANG Tiansheng, ZHAO Lijun, CHENG Ze. Camera Calibration Using Cross-Section Waterline Orientation for Video-based Flow Measurement[J]. Journal of Electronics & Information Technology, 2024, 46(4): 1428-1437. doi: 10.11999/JEIT230573

Camera Calibration Using Cross-Section Waterline Orientation for Video-based Flow Measurement

doi: 10.11999/JEIT230573
Funds:  The Youth Foundation of National Natural Science Foundation of China (51709083), The National Key Research and Development Program (2017YFC0405703)
  • Received Date: 2023-06-09
  • Rev Recd Date: 2023-09-27
  • Available Online: 2023-10-16
  • Publish Date: 2024-04-24
  • The image-based water flow measurement technology based on the Direct Linear Transformation (DLT) method relies on ground control points, and has problems such as low efficiency, high risk, and difficult operation in natural rivers with wide sections. A camera attitude angle calibration method based on Cross-Section Waterline Orientation (CSWO) is proposed. In this method, the calibration process is divided into two steps: laboratory calibration and field calibration, and the latter is divided into camera positioning and orientation. In the orientation step, the optical axis is required to be aligned with the cross-section when the camera is installed, so that the azimuth angle is set to zero. The roll angle is calculated by the slope of the straight waterline marked manually in the undistorted image. Then the sub-pixel image coordinate of the intersection point between the waterline and the vertical axis of the image is calculated. Finally, the pitch angle is calculated according to the perspective projection imaging model combined with the object coordinates obtained by the water level and the interpolated elevation of cross-section. This method has been applied to Space-Time Image Velocimetry (STIV) to measure the image-free surface velocity of a river with a width of 200 m. The results show that the maximum absolute error of starting distance is 0.59 m, the maximum relative error is 0.45%, and the maximum relative error of surface velocity is less than 6.3%.
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