Case Study of Precision of GPS Differential Correction Strategies: Influence on aDcp Velocity and Discharge Estimates
Publication: Journal of Hydraulic Engineering
Volume 132, Issue 3
Abstract
The precision of four differential global positioning systems (DGPS) was evaluated in the context of fluvial water velocity and discharge measurement. DGPS is used to resolve water velocities measured with an acoustic Doppler current profiler (aDcp) into earth coordinates if bottom tracking is unavailable. The DGPS systems assessed were: (1) the dual frequency real time kinematic (RTKL1L2); (2) the single frequency real time kinematic (RTKL1); (3) the code-phase Canadian Coast Guard (CG); and (4) the code-phase Wide Area Augmentation System (WAAS). Repeat discharge surveys were conducted at a transect of the Gatineau River, Canada, simultaneously collecting bottom track boat velocity and boat velocity from all four DGPS . The mean absolute single ping differences between and were 3.1 (RTKL1L2), 3.2 (RTKL1), 8.9 (CG), and (WAAS). Errors were observed more often near channel margins, presumably due to obstruction and multipath associated with riverbank vegetation and buildings. DGPS velocity errors were random, and a large number of DGPS positions were utilized across the section to record discharge. Accordingly, errors in discharge were relatively small, with maximum percentage differences between single transect and of 0.9 (RTKL1L2), 1.0 (RTKL1), 2.4 (CG), and 3.1% (WAAS). Simulations suggest large discharge errors (up to 51%) are possible under low sampling intensity (20 pings) and small channel velocity relative to average error (ratio of 1).
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Acknowledgments
We wish to thank Paul-Emile Bergeron, Brian Pessah, Murray Jones, and Adam Dowler at Water Survey of Canada for their technical support during the gathering of data required for this study. At RDI, many thanks to Alicja Pulawska for her help in understanding the computations performed by WinRiver. Please note that the use of trade, product, or firm names in this paper is for descriptive purposes only and does not imply endorsement by Water Survey of Canada or the Canadian government.
References
Appell, G. F., and Williams, R. G. (1993). “Laboratory and field measurements with a Broad Band ADCP.” Proc., Oceans ’93, Institute of Electrical and Electronics Engineering, New York, 390–393.
Brown, R. G., and Hwang, Y. C. (1997). Introduction to random signals and applied Kalman filtering: With MATLAB exercises and solutions, 3rd Ed., Wiley, New York.
Callede, J., Kosuth, P., Guyot, J.-L., and Guimaraes, V. S. (2000). “Discharge determination by acoustic Doppler current profilers (ADCP): A moving bottom error correction method and its application on the River Amazon at Obidos.” Hydrol. Sci. J., 45(6), 911–924.
Gordon, L. (1989). “Acoustic measurement of river discharge.” J. Hydrosci. Hydr. Eng., 115(7), 925–936.
Gordon, R. L. (1996). Acoustic Doppler current profiler principles of operation: A practical primer, RD Instruments, San Diego.
Han, S., Zhang, Q., and Noh, H. (2002). “Kalman filtering of DGPS positions for a parallel tracking application.” Transactions of the American Society of Agricultural Engineers, 45(3), 553–559.
Johansen, D. P., et al. (2001). “Vertical accuracy of two differentially corrected global positioning satellite systems.” J. Soil Water Conservat., 56(3), 198–201.
Kolb, M. (1995). “Experiences with vessel borne ADCPs in shallow waters.” Proc., IEEE 5th Working Conf. on Current Measurements, Institute of Electrical and Electronics Engineers, New York, 79–82.
Mueller, D. S. (2002). “Use of acoustic Doppler instruments for measuring discharge in streams with appreciable sediment transport.” Hydraulic Measurements and Experimental Methods 2002, ASCE, Reston, Va., (CD-Rom).
NovAtel. (2003). “OEM4 family of receivers: User manual volume 1, installation and operation.” OM-200000046 Rev. 12, Calgary, Canada.
RD Instruments. (2000). “WinRiver user’s guide.” P/N 957-6096-00, San Diego.
Rennie, C. D. (2002). Non-invasive measurement of fluvial bedload transport velocity using an acoustic Doppler current profiler, Univ. of British Columbia, Vancouver, Canada.
Rennie, C. D., and Millar, R. G. (2002). “Bedload transport velocity: Finding the signal amidst the noise.” Proc., Hydraulic Measurements & Experimental Methods 2002 (CD-Rom), ASCE, Reston, Va.
Rennie, C. D., and Millar, R. G. (2004). “Measurement of bedload transport velocity spatial distribution.” Earth Surf. Processes Landforms, 29(10), 1173–1193.
Rennie, C. D., Millar, R. G., and Church, M. A. (2002). “Measurement of bed load velocity using an acoustic Doppler current profiler.” J. Hydraul. Eng., 128(5), 473–483.
Ryan, S., Keong, S. J. H., Lachapelle, G., and Hare, R. (1999). “Augmentation of GPS for hydrographic applications under signal masking.” Int. Hydrogr. Rev, 76(1), 105–122.
Taylor, R. K., et al. (2003). “Dynamic testing of GPS receivers.” Proc., ASAE Meeting, American Society of Agricultural Engineers, St. Joseph, Mich., Paper No. 03-1013.
Townsend, B. R., and Fenton, P. C. (1994). “A practical approach to the reduction of pseudorange multipath errors in a L1 GPS receiver.” Proc., ION GPS-94, Institute of Navigation, Alexandria, Va.
Water Survey of Canada. (2004). Procedures for conducting ADCP discharge measurements, version 1.0, Environment Canada, Montreal.
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© 2006 ASCE.
History
Received: Aug 2, 2004
Accepted: Apr 22, 2005
Published online: Mar 1, 2006
Published in print: Mar 2006
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