TECHNICAL PAPERS
Jul 15, 2009

Particle Image Velocimetry Study of Flow near Trashrack Models

Publication: Journal of Hydraulic Engineering
Volume 135, Issue 8

Abstract

This paper provides results of an experimental study of turbulent flow near trashrack models that are comprised of an array of three rectangular bars. The bar thickness, bar depth, and center-to-center spacing were maintained constant. The flow characteristics were studied by aligning the bars with the approach flow and conducting measurements at three different approach freestream velocities. Subsequently, the freestream velocity was kept constant and detailed measurements were conducted for four different bar inclinations relative to the approach flow. For each test condition, a high-resolution particle image velocimetry (PIV) technique was used to conduct detailed velocity measurements in streamwise-spanwise planes at middepth of flow. From these measurements, isocontours and profiles of the mean velocities, turbulence intensities, Reynolds shear stress, and production term in the transport equation for the turbulent kinetic energy were obtained to study the flow characteristics around and downstream of the aligned and inclined bars. Flow characteristics near hydroelectric station trashracks are important for efficient turbine operation and reduction of fish entrainment.

Get full access to this article

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

Acknowledgments

The financial support provided by Manitoba Hydro, Natural Sciences and Engineering Research Council of Canada and Canada Foundation for Innovation is gratefully acknowledged.NSERC

References

Agelinchaab, M., Tsikata, J. M., Tachie, M. F., and Adane, K. K. (2008). “Turbulent wake of rectangular cylinder near plane wall and free surface.” AIAA J., 46(1), 104–117.
Escande, L. (1944). C.R. Acad. Sci., Paris, 218, 179 [also published in “Complements D'Hydraulique,” Premiere Partie, Libraire de I'Universite, Toulouse, 1947].
Herman, F., Billeter, P., and Hollenstein, R. (1998). “Investigations on the flow through a trashrack under different inflow conditions.” Proc., Hydroinformatics ’98, Balkema, Rotterdam, The Netherlands, 121–128.
Hinze, J. O. (1959). Turbulence, McGraw-Hill, New York.
Katopodis, C. (2005). “Developing a toolkit for fish passage, ecological flow management, and fish habitat works.” J. Hydraul. Res., 43(5), 451–467.
Kirschmer, O. (1926). “Untersuchungen uber den gefällverlust an rechen.” Mitt. Hydr. Inst., D. Thoma, ed., Munich, No. 1, 21–39.
Knisely, C. W. (1990). “Strouhal numbers of rectangular cylinders at incidence: A review and new data.” J. Fluids Struct., 4, 371–393.
Mosonyi, E. (1963). Water power development, Akadémiai Kiadó, Budapest, Hungary, Vol. 1.
Nakagawa, S., Nitta, K., and Senda, M. (1999). “An experimental study on unsteady turbulent near wake of a rectangular cylinder in a channel flow.” Exp. Fluids, 27(3), 284–294.
Osborn, J. F. (1968). “Rectangular-bar trashrack and baffle headlosses.” J. Power Div., 94 (PO 2), 111–123.
Raffel, M., Willert, C., and Kompehenhans, J. (1998). Particle image velocimetry—A practical guide, Springer, New York.
Spangler, J. (1929). “Investigations of loss through trashracks inclined obliquely to the stream flow.” Hydraulic of the laboratory practice, ASME, New York, 461–470.
Tsikata, J. M., Agelinchaab, M., and Tachie, M. F. (2008). “Open channel flow over array of square and rectangular cylinders at incidence.” Proc., 7th Int. ERCOFTAC Symp. on Engineering Turbulence Modeling and Measurements, Limassol, Cyprus.
van Oudheusden, B. W., Scarano, F., van Hinsberg, N. P., and Watt, D. W. (2005). “Phase-resolved characteristics of vortex shedding in the near wake of a square-section cylinder at incidence.” Exp. Fluids, 39, 86–98.
Wahl, T. L. (1992). “Trash control structures and equipment: A literature review and survey of bureau of reclamation experience.” Rep. No. R-92-05, U.S. Bureau of Reclamation, Denver, 1–35.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 135Issue 8August 2009
Pages: 671 - 684

History

Received: Aug 6, 2007
Accepted: Feb 6, 2009
Published online: Jul 15, 2009
Published in print: Aug 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Jonathan M. Tsikata
Graduate Student, Dept. of Mechanical and Manufacturing Engineering, Univ. of Manitoba, Winnipeg MB, Canada.
Mark F. Tachie
Professor, Dept. of Mechanical and Manufacturing Engineering, Univ. of Manitoba, Winnipeg, MB, Canada (corresponding author). E-mail: [email protected]
Chris Katopodis
Regional Habitat Engineer, Fisheries and Oceans Canada, Freshwater Institute, Winnipeg MB, Canada.

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