TECHNICAL PAPERS
Mar 1, 2001

Surface Roughness Effects in Near-Bed Turbulence: Implications to Sediment Entrainment

Publication: Journal of Engineering Mechanics
Volume 127, Issue 3

Abstract

In this study, the characteristics of near-bed turbulence were experimentally investigated for three distinct roughness regimes, namely (1) isolated; (2) wake interference; and (3) skimming. Spherical particles of the same size and density were placed upon a rough sediment bed to simulate the three regimes. Experimental runs for the aforementioned regimes were performed in a tilting water-recirculating flume. Flow measurements atop the spherical particles were performed by means of a 3D laser Doppler velocimeter. The aim of the tests was to provide further evidence that the structure of turbulence is affected throughout the boundary layer by the presence of roughness geometry. The measurements reported here include velocity profiles of the mean streamwise and vertical velocity components and of the Reynolds shear stress distribution. To further quantify the differences in turbulent structure under various surface roughnesses, a quadrant analysis was performed.

Get full access to this article

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

References

1.
Acharya, M., and Escudier, M. ( 1987). “Turbulent flow over mesh roughness.” Turbulent shear flows, F. Durst, B. Launder, J. Lumley, F. Schmidt, and J. Whitelaw, eds., Vol. 5.
2.
Andreopoulos, J., and Bradshaw, P. ( 1981). “Measurements of turbulence structure in the boundary layer on a rough surface.” Boundary-Layer Meteorol., 20:201–213.
3.
Balakrishnan, M. ( 1998). “The role of turbulence on the entrainment of a single sphere and the effects of roughness on fluid-solid interaction.” PhD dissertation, Virginia Polytechnic Institute and State University, Blacksburg, Va.
4.
Balakrishnan, M., and Dancey, C. L. ( 1994). “An investigation of turbulence in open channel flow via three-component laser Doppler anemometry.” Fundamentals and advancements in hydraulic measurements and experimentation, ASCE, New York, 159–175.
5.
Bennett, S., and Best, J. ( 1995). “Mean flow and turbulence structure over fixed, two-dimensional dunes: Implications for sediment transport and bedform stability.” Sedimentology, 42, 491–513.
6.
Cleaver, J., and Yates, B. ( 1976). “The effect of reentrainment on particle deposition.” Chemical Engrg. Sci., 31, 983–992.
7.
Clifford, N. J., McClatchey, J., and French, J. R. ( 1991). “Measurements of turbulence in the benthic boundary layer over a gravel bed and comparison between acoustic measurements and predictions of the bed-load transport of marine gravels.” Sedimentology, 38, 161–171.
8.
Cline, C., and Deutsch, S. ( 1993). “On elevated RMS level in wall-bounded turbulent flows when measured by laser Doppler velocimeter.” Experiments in Fluids, 15, 130–132.
9.
Dyer, K., and Soulsby, R. L. ( 1988). “Sand transport on the continental shelf.” A Rev. Fluid Mech., 210, 295–324.
10.
Eaton, J. K., and Johnston, J. P. ( 1980). “Turbulent flow reattachment: An experimental study of the flow and structure behind a backward-facing step.” Rep. MD-39, Dept. of Mech. Engrg., Stanford University, Stanford, Calif.
11.
Grass, A. J. ( 1983). The influence of boundary layer turbulence on the mechanics of sediment transport, B. M. Sumer and A. Muller, eds., Balkema, Rotterdam, The Netherlands, 3–17.
12.
Jain, S. C. (1992). “Note on lag in bed-load discharge.”J. Hydr. Engrg., ASCE, 118(6), 904–917.
13.
Kaftori, D., Hestroni, G., and Banerjee, S. ( 1998). “The effect of particles on wall turbulence.” Int. J. Multiphase Flow, 24(3), 359–386.
14.
Kirkbride, A. ( 1994). “Turbulence structure in straight gravel-bed channels.” PhD dissertation, University of Sheffield.
15.
Kline, S. J., Reynolds, W. C., Schraub, F. A., and Runstadler, P. W. ( 1967). “The structure of turbulent boundary layers.” J. Fluid Mech., Cambridge, U.K., 30, 741–773.
16.
Krogstad, P., Antonia, R., and Browne, L. ( 1992). “Comparison between rough- and smooth-wall turbulent boundary layers.” J. Fluid Mech., Cambridge, U.K., 245, 599–617.
17.
Lapointe, M. ( 1992). “Burst-like sediment suspension events in a sand bed river.” Earth Surf. Proc. Landforms, 17, 253–270.
18.
Lu, S. S., and Willmarth, W. W. ( 1973). “Measurement of the structure of the Reynolds stress in a turbulent boundary layer.” J. Fluid Mech., Cambridge, U.K., 60(Part III), 481–511.
19.
Meyers, J. F. ( 1985). “The elusive third component.” Int. Symp. on Laser Anemometry, ASME, New York.
20.
Montgomery, D., and Buffington, J. ( 1993). “Channel classification, prediction of channel response, and assessment of channel condition.” Rep. THW-SH19-93-002.
21.
Naden, P. ( 1987). “An erosion criterion for gravel-bed rivers.” Earth Surface Processes Landforms, 12, 83–93.
22.
Nelson, J., Shreve, R. L., McLean, S. R., and Drake, T. G. ( 1995). “Role of near-bed turbulence structure in bed-load transport and bed-form mechanics.” Water Resour. Res., 31(8), 2071–2086.
23.
Nezu, I., and Nakagawa, H. ( 1993). Turbulence in open channel flow, Balkema, Rotterdam, The Netherlands.
24.
Nino, Y., and Garcia, M. H. ( 1996). “Experiments on particle-turbulence interactions in the near-wall region of an open channel flow: Implications for sediment transport.” J. Fluid Mech., Cambridge, U.K., 326, 285–319.
25.
Papanicolaou, A. ( 1997). “The role of turbulence on the initiation of sediment motion.” PhD dissertation, Virginia Polytechnic Institute and State University, Blacksburg, Va.
26.
Papanicolaou, A. N., Diplas, P., Balakrishnan, M., and Dancey, C. L. (1999). “Computer vision technique for tracking bed-load movement.”J. Comp. in Civ. Engrg., ASCE, 13(2), 71–79.
27.
Rashidi, M., Hestroni, G., and Banerjee, S. ( 1990). “Particle-turbulence interaction in a boundary layer.” Int. J. Multiphase Flow, 16, 935–949.
28.
Raupach, M. ( 1981). “Conditional statistics of Reynolds stress in rough-wall turbulent boundary layers.” Appl. Mech. Rev., 44, 1.
29.
Robinson, S. K. ( 1990). “Coherent motions in the turbulent boundary layer.” Annu. Rev. in Fluid Mech., 23, 601–639.
30.
Schlichting, H. ( 1936). “Experimentelle untersuchung zum rauhigkeits problem.” Ingenieur-Archiv, 7(1), 1–34.
31.
Schlichting, H. ( 1978). Boundary-layer theory, 7th Ed., McGraw-Hill, New York, 656.
32.
Song, T., Graf, W. H., and Lemmin, U. (1994). “Uniform flow in open channels with movable gravel bed.”J. Hydr. Res., Delft, The Netherlands, 32(6), 861–876.
33.
Steffler, P. M., Rajaratnam, N., and Peterson, A. W. (1985). “LDA measurements in open channel.”J. Hydr. Engrg., ASCE, 111(1), 119–130.
34.
Sterk, G., Jacobs, A., and Van Boxel, J. ( 1998). “The effect of turbulent flow structures on saltation sand transport in the atmospheric boundary layer.” Earth Surface Processes and Landforms, 23, 877–887.
35.
Sumer, B. M., and Deigaard, R. ( 1981). “Particle motions near the bottom in turbulent flow in an open channel.” J. Fluid Mech., Cambridge, U.K., 109, 311–338.
36.
Williams, J., Thorne, P., and Heathershaw, A. ( 1989). “Comparisons between acoustic measurements and predictions of the bed-load transport of marine gravels.” Sedimentology, 36, 973–979.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 127Issue 3March 2001
Pages: 211 - 218

History

Received: Jun 14, 1999
Published online: Mar 1, 2001
Published in print: Mar 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Asst. Prof., Dept. of Civ. and Envir. Engrg., Albrook Hydr. Lab, Washington State Univ., Pullman, WA 99163-2910. E-mail: [email protected]
Prof., Dept. of Civ. and Envir. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA 24061.
Assoc. Prof., Dept. of Mech. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA.
Engr., Energy Applications, Columbia, MD 21045.

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