4.7 Article

Performance of image-based velocimetry (LSPIV) applied to flash-flood discharge measurements in Mediterranean rivers

Journal

JOURNAL OF HYDROLOGY
Volume 394, Issue 1-2, Pages 42-52

Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/j.jhydrol.2010.05.049

Keywords

Flash flood; Hydrometry; Discharge measurement; Image analysis; LSPIV

Funding

  1. CNR (Compagnie Nationale du Rhone)
  2. Cemagref OHMCV (Cevennes-Vivarais Mediterranean Hydrometeorological Observatory) Region Rhone-Alpes

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Flash-floods that occur in Mediterranean regions result in significant casualties and economic impacts Remote Image-based techniques such as Large-Scale Particle Image Velocimetry (LSPIV) offer an opportunity to improve the accuracy of flow rate measurements during such events by measuring the surface flow velocities During recent floods of the Ardeche river LSPIV performance tests were conducted at the Sauze-Saint Martin gauging station without adding tracers The rating curve is well documented with gauged discharge ranging from 4 8 m(3) s(-1) to 2700 m(3) s(-1) i e mean velocity from 0 02 m s(-1) to 2 9 m s(-1) Mobile LSPIV measurements were carried out using a telescopic mast with a remotely-controlled platform equipped with a video camera Also LSPIV measurements were performed using the images recorded by a fixed camera A specific attention was paid to the hydraulic assumptions made for computing the river discharge from the LSPIV surface velocity measurements Simple solutions for interpolating and extrapolating missing or poor-quality velocity measurements especially in the image far-field were applied Theoretical considerations on the depth-average velocity to surface velocity ratio (or velocity coefficient) variability supported the analysis of velocity profiles established from available gauging datasets from which a velocity coefficient value of 0 90 (standard deviation 0 05) was derived For a discharge of 300 m(3) s(-1) LSPIV velocities throughout the river cross-section were found to be in good agreement (+/- 10%) with concurrent measurements by Doppler profiler (ADCP) For discharges ranging from 300 to 2500 m(3) s(-1) LSPIV discharges usually were in acceptable agreement (<20%) with the rating curve Detrimental image conditions or flow unsteadiness during the image sampling period led to larger deviations ranging 30-80% The compared performances of the fixed and mobile LSPIV systems evidenced that for LSPIV stations sampling images in isolated series (or bursts) is a better strategy than in pairs evenly distributed in time (C) 2010 Elsevier B V All rights reserved

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