TECHNICAL PAPERS
Dec 1, 2007

Improved Estimation of ADCP Apparent Bed-Load Velocity Using a Real-Time Kalman Filter

Publication: Journal of Hydraulic Engineering
Volume 133, Issue 12

Abstract

An estimate of apparent bed-load velocity (v) can be derived from the difference between differential global positioning system (DGPSs) and acoustic Doppler current profiler (ADCP) bottom track (BT) measurements when BT is biased by a moving bottom. A Kalman filter has been developed to integrate GPS and bottom track data to improve estimation of boat velocity during ADCP measurements under moving bed conditions (Rennie and Rainville, 2008, J. Hydraulic Eng., in review). The boat velocity estimated using the Kalman filter is superior to boat velocity from raw GPS data. In this paper we assess the improvement in estimation of v using the Kalman filter as opposed to raw GPS data. Specifically, a synthetic moving bed bias was generated for 22 repeat transects of the Gatineau River, Quebec. The synthetic moving bed bias had mean, variance, and distribution across the section as typically observed during bed-load transport conditions, and had the advantage that it was known explicitly. The errors in estimated apparent bed-load velocity derived using either raw DGPS data or the Kalman filter boat velocity were compared. It was found that the improved boat velocity from the Kalman filter yielded significantly (α=0.05) better estimates of v , (e.g., 61% reduction in error when the Kalman filter boat velocity was used instead of wide area augmentation system GGA), because boat velocity errors were reduced. Tests with real moving bed data confirmed the Kalman filter was able to significantly reduce errors in bed load calculated with stand alone GPS.

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Acknowledgments

The writers wish to thank Environment Canada staff for data collection: specifically, Dwayne Mayell and Roger Pilling (Northern Alberta rivers), and Paul-Émile Bergeron (Gatineau River). They also wish to thank the United States Geological Survey for a contract to test the Kalman filter, and NSERC for further operational funding.

References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 12December 2007
Pages: 1337 - 1344

History

Received: May 2, 2006
Accepted: Aug 7, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007

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Authors

Affiliations

C. D. Rennie
Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur St., Ottawa ON, Canada K1N 6N5 (corresponding author). E-mail: [email protected]
F. Rainville
Standards Documentation Technologist, Water Survey, Environment Canada, 373 Sussex Dr., Ottawa ON, Canada K1A 0H3. E-mail: [email protected]
S. Kashyap
Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur St., Ottawa ON, Canada K1N 6N5. E-mail: skash014@ uottawa.ca

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