TY - GEN
T1 - 3D determination of the scour evolution around a bridge pier by photogrammetric means
AU - Rapp, Christoph
AU - Eder, Konrad
AU - Stilla, Uwe
PY - 2012
Y1 - 2012
N2 - The three dimensional development of a scour has been measured by photogrammetric means. Therefore an experiment has been set up in the Hydromechanics Laboratory of the Technische Universität München (Pfleger et al. 2010a). In the center of a 1.20m wide rectangular flume a cylindrical pier (diameter 10 cm)was mounted.The river bed consisted of uniformsand (d50 =1.9 mm,Cu =d60/d10 ≈1.45) with a mixture of yellow, white and black corns in order to provide sufficient contrast or texture for the photogrammetric processing. The sand was leveled to a horizontal plain where five aluminium sticks with markers on top were set as ground control points. 15 cm above the river bed a plate of acrylic glass was installed in order to avoid minor waves and to receive a defined refraction during the experiment. On top of this plate another set of six ground control points were placed. All in all a sequence of 7200 pictures was taken with two 4 Mpx CCD cameras at a frame rate of 1 Hz. The height depending diffraction in the vicinity of the bridge pier was corrected by calibration measurements with a target that was positioned at different levels in the expected vertical range. The photogrammetric resultswere corrected accordingly.The experimentwas conducted at 80% of the critical section averaged velocity. Within this paper the experimental setup and the evaluation procedure are being presented together with the acquired data and some findings are being briefly discussed.
AB - The three dimensional development of a scour has been measured by photogrammetric means. Therefore an experiment has been set up in the Hydromechanics Laboratory of the Technische Universität München (Pfleger et al. 2010a). In the center of a 1.20m wide rectangular flume a cylindrical pier (diameter 10 cm)was mounted.The river bed consisted of uniformsand (d50 =1.9 mm,Cu =d60/d10 ≈1.45) with a mixture of yellow, white and black corns in order to provide sufficient contrast or texture for the photogrammetric processing. The sand was leveled to a horizontal plain where five aluminium sticks with markers on top were set as ground control points. 15 cm above the river bed a plate of acrylic glass was installed in order to avoid minor waves and to receive a defined refraction during the experiment. On top of this plate another set of six ground control points were placed. All in all a sequence of 7200 pictures was taken with two 4 Mpx CCD cameras at a frame rate of 1 Hz. The height depending diffraction in the vicinity of the bridge pier was corrected by calibration measurements with a target that was positioned at different levels in the expected vertical range. The photogrammetric resultswere corrected accordingly.The experimentwas conducted at 80% of the critical section averaged velocity. Within this paper the experimental setup and the evaluation procedure are being presented together with the acquired data and some findings are being briefly discussed.
UR - https://www.scopus.com/pages/publications/84867943654
M3 - Conference contribution
AN - SCOPUS:84867943654
SN - 9781466575523
T3 - River Flow 2012 - Proceedings of the International Conference on Fluvial Hydraulics
SP - 943
EP - 950
BT - River Flow 2012 - Proceedings of the International Conference on Fluvial Hydraulics
T2 - International Conference on Fluvial Hydraulics, River Flow 2012
Y2 - 5 September 2012 through 7 September 2012
ER -