TECHNICAL PAPERS
Aug 1, 2005

Streamflow Properties from Time Series of Surface Velocity and Stage

Publication: Journal of Hydraulic Engineering
Volume 131, Issue 8

Abstract

Time series of surface velocity and stage have been collected simultaneously. Surface velocity was measured using an array of newly developed continuous-wave microwave sensors. Stage was obtained from the standard U.S. Geological Survey (USGS) measurements. The depth of the river was measured several times during our experiments using sounding weights. The data clearly showed that the point of zero flow was not the bottom at the measurement site, indicating that a downstream control exists. Fathometer measurements confirmed this finding. A model of the surface velocity expected at a site having a downstream control was developed. The model showed that the standard form for the friction velocity does not apply to sites where a downstream control exists. This model fit our measured surface velocity versus stage plots very well with reasonable values of the parameters. Discharges computed using the surface velocities and measured depths matched the USGS rating curve for the site. Values of depth-weighted mean velocities derived from our data did not agree with those expected from Manning’s equation due to the downstream control. These results suggest that if real-time surface velocities were available at a gauging station, unstable stream beds could be monitored.

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Acknowledgments

This research was supported by the National Science Foundation through Grant No. NSFEAR-0106391 and by the U.S. Geological Survey through funding of the Hydro21 committee. The writers wish to thank John Costa, Ralph Cheng, Peter Haeni, Eugene Hayes, and Nick Melcher, members of the Hydro21 committee who encouraged and supported this research.

References

Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill, New York.
Costa, J. E., et al. (2000). “Measuring stream discharge by non-contact methods-A proof-of-concept experiment.” Geophys. Res. Lett., 27(4), 553–556.
Hessel, R., Jetten, V., and Zhang, G. H. (2003). “Estimating Manning’s n for steep slopes.” Catena, 54(1–2), 77–91.
Hubbard, E. F., Schwarz, G. E., Thibodeauz, K. G., and Turcios, L. M. (2001). “Price current-meter standard rating development by the U.S. Geological Survey.” J. Hydraul. Eng., 127(4), 250–257.
Melcher, N. B. et al. (2002). “River discharge measurements by using helicopter-mounted radars.” Geophys. Res. Lett., 29(22), 2084.
Muste, M., Yu, K., and Spasojevic, M. (2004). “Practical aspects of ADCP data use for quantification of mean river flow characteristics; Part 1: Moving-vessel measurements.” Flow Meas. Instrum., 15(1), 1–16.
Plant, W. J. (1990). “Bragg scattering of electromagnetic waves from the air/sea interface.” Surface waves and fluxes: Current theory and remote sensing, G. L. Geernaert and W. J. Plant, eds., Kluwer, Dordrecht, The Netherlans, 41–108.
Rantz, S. E. (1982a). “Measurement and computation of streamflow, Volume 1, Measurement of stage and discharge.” U.S. Geological Survey Water Supply Paper 2175.
Rantz, S. E. (1982b). “Measurement and computation of streamflow, Volume 2, Computation of discharge.” U.S. Geological Survey Water Supply Paper 2175.
Yamaguchi, T., and Niizato, K. (1994). “Flood discharge measurement using radio current meter.” J. Japan. Soc. Civ. Eng., 497(II-28), 41–50.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 8August 2005
Pages: 657 - 664

History

Received: Oct 15, 2003
Accepted: Nov 15, 2004
Published online: Aug 1, 2005
Published in print: Aug 2005

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Authors

Affiliations

William J. Plant
Principal Research Scientist, Applied Physics Laboratory, Univ. of Washington, 1013 NE 40th St., Seattle, WA 98105.
William C. Keller
Senior Physicist, Applied Physics Laboratory, Univ. of Washington, 1013 NE 40th St., Seattle, WA 98105.
Kenneth Hayes
Engineer, Applied Physics Laboratory, Univ. of Washington, 1013 NE 40th St., Seattle, WA 98105.
Kurt Spicer
Lead Hydrologic Technician, U.S. Geological Survey, Cascades Volcano Observatory, 1300 SE Cardinal Ct., Bldg. 10, Suite 100, Vancouver, WA 98683.

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