2018
DOI: 10.1016/j.measurement.2018.05.100
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Automatic water-level detection using single-camera images with varied poses

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Cited by 59 publications
(52 citation statements)
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“…Otherwise, image drifts can lead to false measurements of the water level, for instance considering the case that the water level increases but an image shift towards the riverbed would compensate the trend. In case of flood observation, the errors resulting from temperature-related changes in the IOP can be neglected because the reliability of water level estimation, e.g., with methods introduced by e.g., [4,43,44], decreases strongly due to large waves at the water surface that impede a unique detection of the shore line.…”
Section: Resultsmentioning
confidence: 99%
“…Otherwise, image drifts can lead to false measurements of the water level, for instance considering the case that the water level increases but an image shift towards the riverbed would compensate the trend. In case of flood observation, the errors resulting from temperature-related changes in the IOP can be neglected because the reliability of water level estimation, e.g., with methods introduced by e.g., [4,43,44], decreases strongly due to large waves at the water surface that impede a unique detection of the shore line.…”
Section: Resultsmentioning
confidence: 99%
“…Object-scale computing using the photogrammetric method can be facilitated by introducing control points to link an image to world coordinates [35]. Previous studies employed image information, including camera-known parameters and water gauges, to develop water level monitoring systems [36][37][38]. The interior orientation includes the focal length, the location of the principal point, and the description of lens distortion.…”
Section: Establishing Coordinate Systems Using Image-based Vgimentioning
confidence: 99%
“…In order to obtain the subsidence automatically, it is necessary to design the measuring mark that both provides necessary mathematical information and is easily recognized. The measuring mark must be readable so that the results can be verified manually [22]. The common settlement dot marks are designed for a levelling rod, which cannot be used for photogrammetry.…”
Section: Subsidence Mark Designmentioning
confidence: 99%