Technical Notes
Nov 3, 2011

Shear Stress Measurements and Erosion Implications for Wave and Combined Wave-Current Generated Flows

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 138, Issue 4

Abstract

Sediment transport in wave-dominated environments is of great interest for dredged material placement, contaminated sediments, habitat protection, and other issues. The shear stress at the sediment-water interface during a wave event is an important parameter in determining erosion and transport for both experimental and model simulation applications. Sandia National Laboratories has developed a laboratory and field device called the sediment erosion actuated by wave oscillations and linear flow (SEAWOLF) flume in which high-resolution, particle-image velocimetry (PIV) has been applied to investigate turbulent flow shear stresses for a variety of flow conditions. The results of the PIV analysis for a wave cycle demonstrate a fully developed turbulent flow, relaminarization, and an explosive transition back to turbulence. In many cases, the results of the flume tests did not show good agreement with previously reported computational fluid dynamic results and existing theories, such as Blasius, for wave-current interactions, which raises the question of whether similar phenomena are present in real environments. These results implore more studies to be conducted with similarly high-resolution field measurements and modeling efforts to determine shear stress time history for oscillatory flows and the subsequent effects on erosion and sediment transport in wave-dominated environments.

Get full access to this article

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

Acknowledgments

The writers thank Janet Barco for her technical review of the text and editing of the figures for the final manuscript. This work was funded by the Strategic Environmental Research and Development Program (SERDP) and the Environmental Security Technology Certification Program (ESTCP). SERDP is the Department of Defense’s (DoD) environmental science and technology program, planned and executed in full partnership with the Department of Energy and the Environmental Protection Agency, with participation by numerous other federal and nonfederal organizations. ESTCP is a DoD program that promotes innovative, cost-effective environmental technologies through demonstration and validation at DoD sites. This work was conducted at Sandia National Laboratories. Sandia is a multiprogram laboratory operated by Sandia Corporation, a Lockheed-Martin Company, for the United States Department of Energy’s National Nuclear Security Administration under Contract DE-AC04-94AL85000.

References

Akhavan, R., Kamm, R. D., and Shapiro, A. H. (1991). “An investigation of transition to turbulence in bounded oscillatory stokes flows part 1. Experiments.” J. Fluid Mech., 225, 395–422.JFLSA7
Christoffersen, J. B., and Jonsson, I. G. (1985). “Bed friction dissipation in a combined current and wave motion.” Ocean Eng., 12(5), 387–423.OCENBQ
Clauser, F. H. (1956). “The turbulent boundary layer.” Adv. Appl. Mech., 4, 1–51.AAMCAY
Grant, W. D., and Madsen, O. S. (1979). “Combined wave and current interaction with a rough bottom.” J. Geophys. Res., 84(C4), 1797–1808.JGREA2
Hino, M., Kashiwayanagi, M., Nakayama, A., and Hara, T. (1983). “Experiments on the Turbulence Statistics and the Structure of a Reciprocating Oscillatory Flow.” J. Fluid Mech., 131, 363–400.JFLSA7
Jensen, B. L., Sumer, B. M., and Fredsoe, J. (1989). “Turbulent oscillatory boundary layers at high Reynolds numbers.” J. Fluid Mech., 206, 265–297.JFLSA7
Jepsen, R., Roberts, J., and Gailani, J. (2004). “Erosion measurements in linear, oscillatory, and combined oscillatory and linear flow regimes.” J. Coastal Res.JCRSEK, 20(4), 1096–1101.
Jepsen, R., Roberts, J., and Lick, W. (1997). “Effects of bulk density on sediment erosion rates.” Water Air Soil Pollut.WAPLAC, 99, 21–31.
Jepsen, R., Roberts, J., Lucero, A., and Chapin, M. (2001). “Canaveral ODMDS dredged material erosion rate analysis.” SAND2001-1989, Sandia National Labs, Albuquerque, NM. 〈http://prod.sandia.gov/techlib/access-control.cgi/2001/011989.pdf〉 (May 1, 2012).
LaVision Inc. (2006). DaVis 7.2 product manual, Göttingen, Germany.
Kearney, S. P., O’Hern, T. J., Dimiduk, T. G., Grasser, T. W., Barney, J., and Roberts, J. D. (2008). “Particle-image velocimetry investigation of an oscillating turbulent channel flow.” AIAA Aerospace Sci. Meeting and Exhibit, American Institute of Aeronautics and Astronautics, Reston, VA.
Kendall, A., and Koochesfahani, M. (2006). “A method for estimating wall friction in turbulent boundary Layers.” 25th AIAA Aerodynamic Measurement Technol. and Ground Testing Conf., AIAA, San Francisco, 2006–3834.
Nimmo-Smith, W. A. M., Katz, J., and Osborn, T. R. (2005). “On the structure of turbulence in the bottom boundary layer of the coastal ocean.” J. Phys. Oceanogr., 35(1), 72–93.JPYOBT
Roberts, J., Jepsen, R., and Lick, W. (1998). “Effects of particle size and bulk density on erosion rates of quartz particles.” J. Hydraul. Eng., 124(12), 1261–1267.JHEND8
Styles, R., and Glenn, S. (2000). “Modeling stratified wave and current bottom boundary layers on the continental shelf.” J. Geophys. Res., 105(C10), 24,119–24,139.JGREA2
White, F. M. (1991). Viscous fluid flow, 2nd Ed., McGraw-Hill, New York.
Williams, J., Rose, C. P., Thorne, P. D., O’Connor, B. A., Humphery, J. D., Hardcastle, P. J., Moores, S. P., Cooke, J. A., and Wilson, D. J. (1999). “Field observations and predictions of bed shear stresses and vertical suspended sediment concentration profiles in wave-current conditions.” Cont. Shelf Res.CSHRDZ, 19(4), 507–536.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 138Issue 4July 2012
Pages: 323 - 329

History

Received: Mar 12, 2010
Accepted: Oct 28, 2011
Published online: Nov 3, 2011
Published in print: Jul 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Richard A. Jepsen [email protected]
Sandia National Laboratories, Albuquerque, NM 87185 (corresponding author). E-mail: [email protected]
Jesse D. Roberts
Sandia National Laboratories, Albuquerque, NM 87185.
Sean P. Kearney
Sandia National Laboratories, Albuquerque, NM 87185.
Thomas G. Dimiduk
Applied and Engineering Physics Dept., Cornell Univ., Ithaca, NY 14853.
Timothy J. O’Hern
Sandia National Laboratories, Albuquerque, NM 87185.
Joseph Z. Gailani
United States Army Corps of Engineers, Engineering Research and Development Center, Vicksburg, MS 39180.

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