TECHNICAL NOTES
Aug 16, 2004

Large Scale Particle Image Velocimetry for Low Velocity and Shallow Water Flows

Publication: Journal of Hydraulic Engineering
Volume 130, Issue 9

Abstract

Large scale particle image velocimetry (LSPIV) is an extension of quantitative imaging techniques for measurements of water surface velocities using inexpensive standard video equipment. The present Technical Note describes capabilities and limitations of LSPIV for low velocity shallow flows. Measurements in low velocity shallow flume flows were performed to investigate the LSPIV sensitivity to seeding density and time interval between successive images. The results show that the accuracy of the LSPIV technique does not deteriorate as the flow velocity is reduced to as low as 0.015 m/s provided an adequate seeding and suitable time difference between images are selected. The results suggest that LSPIV is well-suited for flow fields with small velocities that are often below the limit of detection of most conventional devices.

Get full access to this article

View all available purchase options and get full access to this article.

References

Adrian, R. J.(1991). “Particle imaging techniques for experimental fluid mechanics.” Annu. Rev. Fluid Mech., 23, 261–304.
Buchanan, T. J., and Somers, W. P. (1969). “Discharge measurements at gauging stations.” Techniques of water resources investigations of the U.S. Geological Survey, Chap. 8, U.S. Geological Survey, Reston, Va.
Collins, M. J., and Emery, W. J.(1988). “A computational method for estimating sea ice motion in sequential sea sat synthetic aperture radar imagery by matched filtering.” J. Geophys. Res.93(C8), 9241–9251.
Creutin, J. D., Muste, M., Bradley, A. A., Kim, S. C., and Kruger, A. (2003). “River gauging using PIV technique: Proof of concept experiment on the Iowa River.” J. Hydrol., in press.
Dantec Dynamics A/S. (2002). “Working principles of PIV.” Eduacational Slideshow Presentation, 〈http://www.dantecmt.com/Info/Posters/Index.html〉 (March 2, 2002).
Fujita, I., Aya, S., and Deguchi, T. (1997a). “Surface velocity measurements of river flow using video images of an oblique angle.” Proc., 27th Congress of IAHR, Theme B, Vol. 1, 227–232, ASCE, Reston, Va.
Fujita, I., and Komura, S.(1994). “Application of video image analysis for measurements of river-surface flows.” Proc. Hydraul. Eng., JSCE,38, 733–738 (in Japanese).
Fujita, I., Muste, M., and Kruger, A.(1997b). “Large-scale PIV for flow analysis in hydraulic applications.” J. Hydraul. Res., 36(3), 397–414.
Leese, J. A., Novak, C. S., and Clark, B. B.(1971). “An automated technique for obtaining cloud motion from geosynchronous satellite data using cross correlation.” J. Appl. Meteorol., 10, 118–132.
Lloyd, M. P., Ball, D. J., and Stansby, P. K.(1995). “Unsteady surface velocity field measurements using particle tracking velocimetry.” J. Hydraul. Res., 33(4), 519–534.
Ninnis, R. M., Emery, W. J., and Collins, M. J.(1986). “Automated extraction of pack ice motion from advanced very high resolution radiometer imagery.” J. Geophys. Res.91(C9), 10,725–10,734.
Peeva, T. (2001). “Measurements of flows in natural waterways using large scale particle image velocimetry (LSPIV).” MS thesis, Civil Engineering Dept., Univ. of Louisiana at Lafayette, Lafayette, La.
Raffel, M., Willert, C., and Kompenhans, J. (1998). Particle image velocimetry: A practical guide, Springer, New York.
Stevens, C., and Coates, M.(1994). “Application of a maximized cross-correlation technique for resolving velocity fields in laboratory experiments.” J. Hydraul. Res., 32(2), 195–212.
TSI Incorporated. (1999). Particle Image Velocimetry (PIV): Operation Manual, Shoreview, Minn., 〈http://www.tsi.com〉.
VidPIV Software Manual. (1995). Optical Flow Systems Ltd., The Bush Research Park, Technopole Centre, Buch Loan, Penicuik, Scotland, U.K., EH26 OPJ, 〈http://www.ila.de/piv-vidpiv-e.htm〉.
Weithbrecht, V., Kuhn, G., and Jirka, G. H.(2002). “Large scale PIV-measurements at the surface of shallow water flows.” Flow Meas. Instrum., 13, 237–245.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 130Issue 9September 2004
Pages: 937 - 940

History

Received: Jun 25, 2002
Accepted: Dec 17, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004

Permissions

Request permissions for this article.

Authors

Affiliations

E. A. Meselhe
Associate Professor, Civil Engineering, The Univ. of Louisiana at Lafayette, Lafayette, LA 70504.
T. Peeva
Research Associate, Civil Engineering, The Univ. of Louisiana at Lafayette, Lafayette, LA 70504.
M. Muste
Research Engineer, IIHR—Hydroscience & Engineering, The Univ. of Iowa, Iowa City, IA 52242.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share