TECHNICAL NOTES
May 26, 2010

Application of Three RANS Turbulence Models to Aged Water Transmission Pipes

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 1

Abstract

The Reynolds-averaged Navier-Stokes (RANS) equations were solved to model flow through two aged pipes at Reynolds numbers ranging from 6,700 to 31,000. Turbulence models employed include the v2-f , realizable k-ε , and k-ω models. The v2-f turbulence model was found to more accurately reproduce available experimental results compared to the k-ε and k-ω turbulence models for flows at R=13,000 and R=31,000 , while the realizable k-ε model was most accurate at R=6,700 . Much of the error is likely attributable to deficiencies in modeling complex flow structures with flow separation and wall roughness elements smaller than the grid scale.

Get full access to this article

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

References

Acharya, S., Dutta, S., Myrum, T. A., and Baker, R. S. (1994). “Turbulent flow past a surface-mounted two-dimensional rib.” ASME J. Fluids Eng., 116(2), 238–246.
Christensen, R. T., and Barfuss, S. L. (2009). “Improving water quality modeling in systems containing tuberculated pipes.” Proc., Annual Conf. and Exposition 2009, American Water Works Association (AWWA), San Diego.
Durbin, P. A. (1995). “Separated flow computations with the k-ε-v2 model.” AIAA J., 33(4), 659–664.
Fluent, Inc. (2006). Fluent 6.3 users guide, Fluent, Inc., Lebanon, N.H.
Krogstad, P. (1991). “Modification of the van Driest damping function to include the effects of surface roughness.” AIAA J., 29(6), 888–894.
Mahmood, G. I., Hill, M. L., Nelson, D. L., Ligrani, P. M., Moon, H. -K., and Glezer, B. (2001). “Local heat transfer and flow structure on and above a dimpled surface in a channel.” ASME J. Turbomach., 123(1), 115–123.
Mahmud, S., Islam, A. K. M. S., and Feroz, C. M. (2003). “Flow and heat transfer characteristics inside a wavy tube.” Heat Mass Transfer, 39, 387–393.
Michel, R., Quemard, C., and Durant, R. (1968). “Hypothesis on the mixing length and application to the calculation of the turbulent boundary layers.” Proc., Computation of Turbulent Boundary Layers-1968 AFOSR-IFP-Stanford Conf., Stanford University, Stanford, Calif., 195–207.
Park, J., and Ligrani, P. M. (2005). “Numerical predictions of heat transfer and fluid flow characteristics for seven different dimpled surfaces in a channel.” Numer. Heat Transfer, Part A, 47, 209–232.
Patankar, S. V., Ivanovich, M., and Sparrow, E. M. (1979). “Analysis of turbulent flow and heat transfer in internally finned tubes and annuli.” ASME J. Heat Transfer, 101, 29–37.
Patel, V. C. (1998). “Perspective: Flow at high Reynolds number and over rough surfaces—Achilles heel of CFD.” ASME J. Fluids Eng, 120(3), 434–444.
Rhodes, D. G., and Senior, A. K. (2000). “Numerical study of resistance with rib roughness of various scales.” J. Hydraul. Eng., 126(7), 541–546.
Russ, G., and Beer, H. (1997). “Heat transfer and fluid flow in a pipe with sinusoidal wavy surface—I. Numerical investigation.” Int. J. Heat Mass Transfer, 40, 1061–1070.
Shih, T. -H., Liou, W. W., Shabbir, A., and Zhu, J. (1995). “A new k-ε eddy-viscosity model for high Reynolds number turbulent flows—Model development and validation.” Comput. Fluids, 24, 227–238.
Vijiapurapu, S., and Cui, J. (2007). “Simulation of turbulent flow in a ribbed pipe using large eddy simulation.” Numer. Heat Transfer, Part A, 51, 1137–1165.
Wilcox, D. C. (1998). Turbulence modeling for CFD, 2nd Ed., DCW Industries, La Canada, Calif.
Wolfshtein, M. (1969). “The velocity and temperature distribution on one-dimensional flow with turbulence augmentation and pressure gradient.” Int. J. Heat Mass Transfer, 12, 301–318.
Yucel, N., and Dinler, N. (2006). “Numerical study of laminar and turbulent flow through a pipe with fins attached.” Numer. Heat Transfer, Part A, 49(2), 195–214.
Zeitoun, O., and Hegazy, A. S. (2004). “Heat transfer for laminar flow in internally finned pipes with different fin heights and uniform wall temperature.” Heat Mass Transfer, 40, 253–259.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 1January 2011
Pages: 135 - 139

History

Received: Dec 28, 2009
Accepted: May 21, 2010
Published online: May 26, 2010
Published in print: Jan 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Ryan T. Christensen [email protected]
Staff Engineer, Hansen, Allen, and Luce, Inc., 6771 South 900 East, Midvale, UT 84047 (corresponding author). E-mail: [email protected]
Robert E. Spall [email protected]
P.E.
Professor, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. E-mail: [email protected]
Steven L. Barfuss, M.ASCE
P.E.
Research Assistant Professor, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. 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