TECHNICAL PAPERS
Apr 5, 2009

Characteristics of Shear Layer Structure in Skimming Flow over a Vertical Drop Pool

Publication: Journal of Engineering Mechanics
Volume 135, Issue 12

Abstract

The characteristics of shear layer structure between the sliding jet and the pool for skimming flows over a vertical drop pool were investigated experimentally, using flow visualization technique and high speed particle image velocimetry. Four series of experiments having different end sill ratios ( h/H=0.12 , 0.43, 0.71 and 1.0, where h =end sill height and H =drop height) with various approaching flow discharges were performed to measure the detailed quantitative velocity fields of the shear layer. The mean velocities and turbulence properties were obtained by ensemble averaging the repeated measurements. From the velocity profiles, it is found that the growth of the shear layer in the downward direction as the jet slides down the pool represents the momentum exchange. Analyzing the distribution of measured velocity, the similarity profile of the mean velocity at different cross sections along the shear layer was obtained. The proposed characteristic scales provided unique similarity profiles having promising regression coefficient. The selection of these characteristic scales is also discussed. Further, the spatial variations of mean velocity profiles, turbulence intensities, in-plane turbulent kinetic energy, and Reynolds shear stress were also elucidated in detail. The imperative observation is that the Reynolds shear stress dominates the major part along the shear layer as compared to the viscous shear stress. The study also provides an insight into the flow phenomena through the velocity and turbulent characteristics.

Get full access to this article

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

References

Amador, A., Sanchez-Juny, M., and Dolz, J. (2006). “Characterization of the nonaerated flow region in stepped spillway by PIV.” J. Fluids Eng., 128, 1266–1273.
Andreopoulos, J., and Rodi, W. (1984). “Experimental investigation of jets in a crossflow.” J. Fluid Mech., 138, 93–127.
Chang, K. A., Hsu, T. J., and Liu, P. L. F. (2001). “Vortex generation and evolution in water waves propagating over a submerged rectangular obstacle. Part I: Solitary waves.” Coastal Eng., 44(1), 13–36.
Chanson, H. (1994). Hydraulic design of stepped cascades, channels, weirs and spillways, Pergamon, Tarrytown, New York.
Dey, S., and Raikar, R. V. (2007). “Characteristics of horseshoe vortex in developing scour holes at piers.” J. Hydraul. Eng., 133(4), 399–413.
Gilbert, B. (1989). “Turbulence measurements in a flow generated by the collision of radially flowing wall jets.” Exp. Fluids, 7, 103–110.
Hsieh, S. C. (2008). “Establishment of high time-resolved PIV system and application on the characteristics of near-wake flow behind a circular cylinder.” Ph.D. thesis, National Chung-Hsing Univ., Taichung City, Taiwan.
Hussain, A. K. M. F., and Clark, A. R. (1981). “On the coherent structure of the axisymmetric mixing layer: A flow-visualization study.” J. Fluid Mech., 104, 263–294.
Kiyani, G. A., and Rajaratnam, N. (2008). “Discussion: Experimental study on mean velocity characteristics of flow over vertical drop.” J. Hydraul. Res., 46(3), 424–425.
Lin, C., Hsieh, S. C., Kuo, K. J., and Chang, K. A. (2008a). “Periodic oscillation caused by a uniform flow over a vertical drop energy dissipator.” J. Hydraul. Eng., 134(7), 948–960.
Lin, C., Hseih, S. J., Kao, M. J., and Hsu, H. Y. (2004). “Study on mean velocity characteristics of near-wake flow behind a circular cylinder: Application of simultaneous measurement technique by PIV and FLDV.” J. Chinese. Inst. Civil and Hydraul. Eng., 16(1), 73–98.
Lin, C., Hwung, W. Y., Hsieh, S. C., and Chang, K. A. (2007). “Experimental study on mean velocity characteristics of flow over vertical drop.” J. Hydraul. Res., 45(1), 33–42.
Lin, C., Hwung, W. Y., Hsieh, S. C., and Chang, K. A. (2008b). “Reply to the Discussion: Experimental study on mean velocity characteristics of flow over vertical drop.” J. Hydraul. Res., 46(3), 425–428.
Moore, W. L. (1943). “Energy loss at the base of free overfall.” Trans. Am. Soc. Civ. Eng., 108, 1343–1360.
Piirto, M., Saarenrinne, P., Eloranta, H., and Karvinen, R. (2003). “Measuring turbulence energy with PIV in a backward-facing step flow.” Exp. Fluids, 35, 219–236.
Rajaratnam, N. (1976). Turbulent jets, Elsevier, Amsterdam.
Rajaratnam, N., and Chamani, M. R. (1995). “Energy loss at drops.” J. Hydraul. Res., 33(3), 373–384.
Raupach, M. R. (1981). “Conditional statistics of Reynolds stress in rough-wall and smooth-wall turbulent boundary layers.” J. Fluid Mech., 108, 363–382.
Rouse, H. (1936). “Discharge characteristics of the free overfall.” Civ. Eng. (N.Y.), 6, 257.
Yu, C. Z. (1999). Rapidly varied open-channel flow: Theory and applications in hydraulic engineering, Tsinghua University Publication Company, Beijing (in Chinese).
Wygnanski, I., and Fiedler, H. E. (1970). “The two-dimensional mixing region.” J. Fluid Mech., 41(2), 327–361.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 135Issue 12December 2009
Pages: 1452 - 1466

History

Received: Oct 24, 2008
Accepted: Apr 3, 2009
Published online: Apr 5, 2009
Published in print: Dec 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Wei-Jung Lin [email protected]
Postdoctoral Research Fellow, Center for Environmental Restoration and Disaster Reduction (CERDR), National Chung Hsing Univ., Taichung 402, Taiwan. E-mail: [email protected]
Professor, Dept. of Civil Engineering, National Chung Hsing Univ., Taichung 402, Taiwan (corresponding author). E-mail: [email protected]
Shih-Chun Hsieh [email protected]
Postdoctoral Research Fellow, Dept. of Civil Engineering, National Chung Hsing Univ., Taichung 402, Taiwan. E-mail: [email protected]
Chien-Chuan Li [email protected]
Graduate Student, Dept. of Civil Engineering, National Chung Hsing Univ., Taichung 402, Taiwan. E-mail: [email protected]
Rajkumar V. Raikar [email protected]
Professor, Dept. of Civil Engineering, K. L. E. S. College of Engineering and Technology, Belgaum 590008, India. E-mail: [email protected]

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