TECHNICAL PAPERS
May 1, 2008

Coherent Structures in the Flow Field around a Circular Cylinder with Scour Hole

This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 5

Abstract

Large-eddy simulation (LES) and laboratory-flume visualizations were used to investigate coherent structures present in the flow field around a circular cylinder located in a scour hole. The bathymetry corresponds to equilibrium scour conditions and is fixed in LES. The flow parameters in the simulation correspond to the experimental conditions in which the approach flow is fully turbulent. Detailed consideration is given to the interaction of the horseshoe vortex (HV) system within the scour hole with the detached shear layers formed from the cylinder, and the near bed turbulence. It is found that the overall structure of the HV system varies considerably in space and time, though a large, relatively stable, primary necklace vortex is present at practically all times inside the scour hole. The simulation captures the presence of bimodal chaotic oscillations inside the HV system, as well as the sharp increase in the resolved turbulent kinetic energy levels and pressure fluctuations reported in prior experimental investigations. High levels of the mean bed shear stress are observed beneath the primary necklace vortex, especially over the region where the bimodal oscillations are strong, as well as beneath the small junction vortex at the base of the cylinder. It is also found that the detachment and advection of patches of vorticity from the downstream part of the legs of the necklace vortices can induce large instantaneous bed shear stress values. When the critical bed shear stress value for sediment entrainment on a flat surface is adjusted for bed slope effects, the LES simulation correctly predicts that the distribution of the mean bed shear stress is consistent with equilibrium scour conditions.

Get full access to this article

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

Acknowledgments

The writers thank Dr. Marian Muste from IIHR-Hydroscience and Engineering for his advice related to the experimental part of the study and help in using the LSPIV technique. The writers would also like to thank the National Center for High Performance Computing (NCHC) in Taiwan for providing the computational resources needed to perform some of the simulations as part of a collaboration program between the two institutions. The writers would also like to thank the anonymous reviewers for their comments, which helped to improve the paper.

References

Ahmed, F., and Rajaratnam, N. (1998). “Flow around bridge piers.” J. Hydraul. Eng., 124(3), 288–300.
Apte, S., Mahesh, K., Moin, P., and Oefelein, J. (2003). “LES of swirling particle laden flows in a coaxial jet combustor.” Int. J. Multiphase Flow, 29, 1311–1331.
Brooks, N. H., and Shukry, A. (1963). “Discussion of ‘Boundary shear stress in curved trapezoidal channels’ by A. T. Ippen and P. A. Drinker.” J. Hydr. Div., 89(HY3), 327–333.
Castro, P., and Haque, A. (1988). “The structure of a shear layer bounding a separation region. Part 2: Effects of free-stream turbulence.” J. Fluid Mech., 192, 577–595.
Chang, K. S., Constantinescu, S. G., and Park, S. (2006), “Analysis of the flow and mass transfer process for the incompressible flow past an open cavity with a laminar and a fully turbulent incoming boundary layer.” J. Fluid Mech., 561, 113–145.
Chen, H. C. (2002). “Numerical simulation of scour around complex piers in cohesive soil.” Proc., First Int. Conf. on Scour of Foundations, Texas A&M Univ., College Station, Tex., 14–33.
Choi, S. U., and Yang, W. (2002). “Numerical simulation of 3-D flows around bridge piers.” Proc., First Int. Conf. on Scour of Foundations, Texas A&M Univ., College Station, Tex., 206–213.
Chrisohoides, A., Sotiropoulos, F., and Sturm, T. (2003). “Coherent structures in flat-bed abutment flow: Computational fluid dynamics simulations and experiments.” J. Hydraul. Eng., 129(3), 177–186.
Dargahi, B. (1987). “Flow field and local scouring around a cylinder.” Bulletin No: TRITA-VBI-137, Royal Institute of Technology, Hydraulics Laboratory, Stockholm, Sweden.
Dargahi, B. (1989). “The turbulent flow field around a circular cylinder.” Exp. Fluids, 8, 1–12.
Dargahi, B. (1990). “Controlling mechanism of local scouring.” J. Hydraul. Eng., 116(10), 1197–1214.
Devenport, W. J., and Simpson, R. L. (1990). “Time-dependent and time-averaged turbulence structure near the nose of a wing-body junction.” J. Fluid Mech., 210, 23–55.
Dubief, Y. and Delcayre, F. (2000). “On coherent vortex identification in turbulence.” J. Turbul., 1, 011, ⟨http://jot.iop.org⟩.
Ettema, R. (1980). “Scour at bridge piers.” Rep. No. 216, School of Engineering, Univ. of Auckland, New Zealand.
Ettema, R., Kirkil, G., and Muste, M. (2006). “Similitude of large-scale turbulence in experiments on local scour at cylinders.” J. Hydraul. Eng., 132(1), 33–40.
Fujita, I., Muste, M., and Kruger, A. (1998). “Large-scale particle image velocimetry for flow analysis in hydraulic applications.” J. Hydraul. Res., 36(3), 397–414.
Ge, L., Lee, S., Sotiropoulos, F., and Sturm, T. (2005a). “3D unsteady RANS modeling of complex hydraulic engineering flows. I: Numerical model.” J. Hydraul. Eng., 131(9), 800–808.
Ge, L., Lee, S., Sotiropoulos, F., and Sturm, T. (2005b). “3D unsteady RANS modeling of complex hydraulic engineering flows. II: Model validation and flow physics.” J. Hydraul. Eng., 131(9), 809–820.
Graf, W. H., and Istiarto, I. (2002). “Flow pattern in the scour hole around a cylinder.” J. Hydraul. Res., 40(1), 13–19.
Hoyt, J. W., and Sellin, R. H. J. (2001). “Three-dimensional visualization of large structures in the turbulent boundary layer.” Exp. Fluids, 30, 295–301.
Kirkil, G., and Constantinescu, S. G. (2007). “A comparison of the horseshoe vortex system at a circular bridge pier between initial and final stages of scour.” Proc., Fifth Int. Symp. on Environmental Hydraulics, D. Boyer and O. Alexandrova, eds., Tempe, Ariz., 57.
Krajnovic, S., and Davidson, L. (2002). “Large eddy simulation of the flow about a bluff body.” AIAA J., 40, 927–936.
Mahesh, K., Constantinescu, S. G., and Moin, P. (2004). “A numerical method for large eddy simulation in complex geometries.” J. Comput. Phys., 197(1), 215–240.
McCoy, A., Constantinescu, S. G., and Weber, L. (2008). “Numerical investigation of flow hydrodynamics in a channel with a series of groynes.” J. Hydraul. Eng., 134(2), 157–172.
Melville, B. W. (1997). “Pier and abutment scour: Integrated approach.” J. Hydraul. Eng., 123(2), 125–136.
Melville, B. W., and Raudkivi, A. J. (1977). “Flow characteristics in local scour at bridge piers.” J. Hydraul. Res., 15(4), 373–380.
Muppidi, S., and Mahesh, K. (2005). “Study of trajectories of jets in cross flow using numerical simulations.” J. Fluid Mech., 530, 81–100.
Nagata, N., Hosoda, T., Nakato, T., and Muramoto, Y. (2005). “Three-dimensional numerical model for flow and bed deformation around river hydraulic structures.” J. Hydraul. Eng., 131(12), 1074–1087.
Olsen, N. R. B., and Kjellesvig, H. M. (1998). “Three dimensional numerical flow modeling for estimation of maximum local scour depth.” J. Hydraul. Res., 36(4), 579–590.
Paik, J., Escauriaza, C., and Sotiropoulos, F. (2007). “On the bimodal dynamics of the turbulent horseshoe vortex system in a wing body junction.” Phys. Fluids, 19(3), 045107.
Paik, J., and Sotiropoulos, F. (2005). “Coherent structure dynamics upstream of a long rectangular block at the side of a large aspect ratio channel.” Phys. Fluids, 17(11), 115104.
Rodi, W. (1997). “Comparison of LES and RANS calculations of the flow around bluff bodies.” J. Wind. Eng. Ind. Aerodyn., 69–71, 55–75.
Rodi, W., Ferziger, J. H., Breuer, M., and Pourquie, M. (1997). “Status of LES: Results of a workshop.” J. Fluids Eng., 119, 248–262.
Roulund, A., Sumer, B. M., Fredsoe, J., and Michelsen, J. (2005). “Numerical and experimental investigation of flow and scour around a circular pile.” J. Fluid Mech., 534, 351–401.
Salaheldin, T. M., Imran, J., and Chaudhry, M. H. (2004). “Numerical modeling of three-dimensional flow field around circular piers.” J. Hydraul. Eng., 130(2), 91–100.
Shah, K. B., and Ferziger, J. H. (1997). “A fluid mechanicians view of wind engineering: Larger eddy simulation of flow past a cubic obstacle.” J. Wind. Eng. Ind. Aerodyn., 67-68, 211–224.
Simpson, R. L. (2001). “Junction flows.” Annu. Rev. Fluid Mech., 33, 415–443.
Sumer, B. M., and Fredsoe, J. (2002). The mechanics of scour in the marine environment, World Scientific, London.
Tokyay, T., and Constantinescu, S. G. (2006). “Validation of a large eddy simulation model to simulate flow in pump intakes of realistic geometry.” J. Hydraul. Eng., 132(12), 1303–1315.
Tseng, M. H., Yen, C. L., and Song, C. C. S. (2000). “Computation of three-dimensional flow around square and circular piers.” Int. J. Numer. Methods Fluids, 34, 207–227.
Unger, J., and Hager, W. H. (2007). “Downflow and horseshoe vortex characteristics of sediment embedded bridge piers.” Exp. Fluids, 42, 1–19.
Vlachos, P. P. (2000). “An experimental spatio-temporal analysis of separated flows over bluff bodies using quantitative flow visualization.” Ph.D. Thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, Va.
Wei, G., Chen, H. C., Ting, F., Briaud, J. L., Gudavalli, S. R., and Perugu, S. (1997). “Numerical simulation to study scour rate in cohesive soils.” Research Rep. to the Texas Dept. of Transportation, Dept. of Civil Engineering, Texas A&M Univ., College Station, Tex.
Wei, Q. D., Chen, G., and Du, X. D. (2001). “An experimental study on the structure of juncture flows.” J. Visualization, 3(4), 341–348.
Williamson, C. H. K. (1995). “Vortex dynamics in the wake of a cylinder.” Fluid vortices, S. I. Green, ed., Kluwer, Dordrecht, The Netherlands, 155–234.
Williamson, C. H. K. (1996). “Vortex dynamics in the cylinder wake.” Annu. Rev. Fluid Mech., 28, 477–539.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 5May 2008
Pages: 572 - 587

History

Received: Jun 16, 2006
Accepted: Aug 15, 2007
Published online: May 1, 2008
Published in print: May 2008

Permissions

Request permissions for this article.

Authors

Affiliations

G. Kirkil, S.M.ASCE
Graduate Research Assistant, Civil and Environmental Engineering Dept., IIHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242. E-mail: [email protected]
S. G. Constantinescu, M.ASCE
Assistant Professor, Civil and Environmental Engineering, IIHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242 (corresponding author). E-mail: [email protected]
R. Ettema, M.ASCE
Professor, Civil and Environmental Engineering, IIHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242. 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