Technical Papers
Nov 27, 2019

Conditional Turbulence Characteristics in Water-Worked and Screeded Gravel-Bed Flows

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 2

Abstract

The conditional double-averaged streamwise velocity, spatially averaged (SA) turbulence and dispersive quantities in flows over a water-worked gravel bed (WGB), and a screeded gravel bed (SGB) were studied. The effects of the temporal and advective bursting events on the WGB and SGB flows were analyzed by measuring the instantaneous flow field using a particle image velocimetry system. The flow conditions (flow rate and flow depth) were maintained the same in both the beds. The SA turbulence and dispersive quantities studied were the SA Reynolds shear and normal stresses, SA turbulent kinetic energy fluxes, dispersive shear and normal stresses, and dispersive kinetic energy fluxes. In experimental beds, owing to the water work, the WGB exhibited a spatially organized roughness structure as compared with a randomly organized roughness structure in the SGB, resulting in a higher WGB roughness than the SGB one. Analysis of the temporal bursting events revealed that the conditional SA turbulence quantities corresponding to the temporal sweeps were dominant within the roughness layer, whereas those corresponding to the temporal ejections govern above the roughness layer. Analysis of the advective bursting events indicated that the dispersive quantities involving advective sweeps were the key mechanism within the roughness layer, whereas those involving advective ejections were the prevailing mechanism in the main flow layer. The comparison of the results in the WGB and SGB flows elucidated that owing to the higher WGB bed roughness than the SGB one, the conditional SA turbulence and dispersive quantities in the WGB were greater than those in the SGB. Within the roughness layer, the bursting events in the WGB were more persistent and frequent than those in the SGB.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The first author is thankful to the University of Calabria, Italy for the invitation to work in the Laboratorio “Grandi Modelli Idraulici”. The work was partially funded by the JC Bose Fellowship project (JBD).

References

Aberle, J., K. Koll, and A. Dittrich. 2008. “Form induced stresses over rough gravel-beds.” Acta Geophys. 56 (3): 584–600. https://doi.org/10.2478/s11600-008-0018-x.
Antonia, R. A., and R. E. Luxton. 1972. “The response of a turbulent boundary layer to a step change in surface roughness. Part 2. Rough-to-smooth.” J. Fluid Mech. 53 (4): 737–757. https://doi.org/10.1017/S002211207200045X.
Campbell, L., I. McEwan, V. Nikora, D. Pokrajac, M. Gallagher, and C. Manes. 2005. “Bed-load effects on hydrodynamics of rough-bed open-channel flows.” J. Hydraul. Eng. 131 (7): 576–585. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:7(576.
Cellino, M., and U. Lemmin. 2004. “Influence of coherent flow structures on the dynamics of suspended sediment transport in open-channel flow.” J. Hydraul. Eng. 130 (11): 1077–1088. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:11(1077.
Cooper, J. R., J. Aberle, K. Koll, and S. J. Tait. 2013. “Influence of relative submergence on spatial variance and form-induced stress of gravel-bed flows.” Water Resour. Res. 49 (9): 5765–5777. https://doi.org/10.1002/wrcr.20464.
Cooper, J. R., and S. J. Tait. 2010. “Spatially representative velocity measurement over water-worked gravel beds.” Water Resour. Res. 46 (11): W11559. https://doi.org/10.1029/2009WR008465.
Dey, S. 2014. Fluvial hydrodynamics: Hydrodynamic and sediment transport phenomena. Berlin: Springer.
Dey, S., and S. Z. Ali. 2018. “Review article: Advances in modelling of bed particle entrainment sheared by turbulent flow.” Phys. Fluids 30 (6): 061301. https://doi.org/10.1063/1.5030458.
Dey, S., and R. Das. 2012. “Gravel-bed hydrodynamics: Double-averaging approach.” J. Hydraul. Eng. 138 (8): 707–725. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000554.
Dey, S., R. Das, R. Gaudio, and S. K. Bose. 2012. “Turbulence in mobile-bed streams.” Acta Geophys. 60 (6): 1547–1588. https://doi.org/10.2478/s11600-012-0055-3.
Dey, S., and A. Papanicolaou. 2008. “Sediment threshold under stream flow: A state-of-the-art review.” KSCE J. Civ. Eng. 12 (1): 45–60. https://doi.org/10.1007/s12205-008-8045-3.
Dey, S., S. Sarkar, and F. Ballio. 2011a. “Double-averaging turbulence characteristics in seeping rough-bed streams.” J. Geophys. Res.: Earth Surf. 116 (F3): F03020. https://doi.org/10.1029/2010JF001832.
Dey, S., S. Sarkar, and L. Solari. 2011b. “Near-bed turbulence characteristics at the entrainment threshold of sediment beds.” J. Hydraul. Eng. 137 (9): 945–958. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000396.
Fang, H., X. Han, G. He, and S. Dey. 2018. “Influence of permeable beds on hydraulically macro-rough flow.” J. Fluid Mech. 847 (Jul): 552–590. https://doi.org/10.1017/jfm.2018.314.
Ferraro, D., S. Servidio, V. Carbone, S. Dey, and R. Gaudio. 2016. “Turbulence laws in natural bed flows.” J. Fluid Mech. 798 (Jul): 540–571. https://doi.org/10.1017/jfm.2016.334.
Franca, M. J., R. M. L. Ferreira, and U. Lemmin. 2008. “Parameterization of the logarithmic layer of double-averaged streamwise velocity profiles in gravel-bed river flows.” Adv. Water Resour. 31 (6): 915–925. https://doi.org/10.1016/j.advwatres.2008.03.001.
Garcia, M. H., Y. Nino, and F. Lopez. 1996. “Laboratory observations of particle entrainment into suspension by turbulent bursting.” In Current flow structures in open channels, edited by P. J. Ashworth, S. J. Bennet, J. I. Best, and S. J. McLelland, 63–84. New York: Wiley.
Hurther, D., U. Lemmin, and E. A. Terray. 2007. “Turbulent transport in the outer region of rough-wall open-channel flows: The contribution of large coherent shear stress structures (LC3S).” J. Fluid Mech. 574 (Mar): 465–493. https://doi.org/10.1017/S0022112006004216.
Lu, S. S., and W. W. Willmarth. 1973. “Measurements of the structures of the Reynolds stress in a turbulent boundary layer.” J. Fluid Mech. 60 (Sep): 481–511. https://doi.org/10.1017/S0022112073000315.
Manes, C., D. Pokrajac, I. McEwan, and V. Nikora. 2009. “Turbulence structure of open channel flows over permeable and impermeable beds: A comparative study.” Phys. Fluids 21 (12): 125109. https://doi.org/10.1063/1.3276292.
Mignot, E., E. Barthelemy, and D. Hurther. 2009a. “Double-averaging analysis and local flow characterization of near-bed turbulence in gravel-bed channel flows.” J. Fluid Mech. 618 (Jan): 279–303. https://doi.org/10.1017/S0022112008004643.
Mignot, E., D. Hurther, and E. Barthelemy. 2009b. “On the structure of shear stress and turbulent kinetic energy flux across the roughness layer of a gravel-bed channel flow.” J. Fluid Mech. 638 (Nov): 423–452. https://doi.org/10.1017/S0022112009990772.
Mohajeri, S. H., M. Righetti, G. Wharton, and G. P. Romano. 2016. “On the structure of turbulent gravel bed flow: Implications for sediment transport.” Adv. Water Resour. 92 (Jun): 90–104. https://doi.org/10.1016/j.advwatres.2016.04.001.
Nezu, I., and H. Nakagawa. 1993. Turbulence in open-channel flows. Rotterdam, Netherlands: A.A.Balkema.
Nikora, V., D. Goring, I. McEwan, and G. Griffiths. 2001. “Spatially averaged open-channel flow over rough bed.” J. Hydraul. Eng. 127 (2): 123–133. https://doi.org/10.1061/(ASCE)0733-9429(2001)127:2(123).
Nikora, V., S. McLean, S. Coleman, D. Pokrajac, I. McEwan, L. Campbell, J. Aberle, D. Clunie, and K. Koll. 2007. “Double-averaging concept for rough-bed open-channel and overland flows: Applications.” J. Hydraul. Eng. 133 (8): 884–895. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:8(884).
Padhi, E., N. Penna, S. Dey, and R. Gaudio. 2018. “Hydrodynamics of water-worked and screeded gravel beds: A comparative study.” Phys. Fluids 30 (8): 085105. https://doi.org/10.1063/1.5044479.
Padhi, E., N. Penna, S. Dey, and R. Gaudio. 2019. “Near-bed turbulence structures in water-worked and screeded gravel-bed flows.” Phys. Fluids 31 (4): 045107. https://doi.org/10.1063/1.5092442.
Pokrajac, D., L. J. Campbell, V. Nikora, C. Manes, and I. McEwan. 2007. “Quadrant analysis of persistent spatial velocity perturbations over square-bar roughness.” Exp. Fluids 42 (3): 413–423. https://doi.org/0.1007/s00348-006-0248-0.
Pokrajac, D., I. McEwan, and V. Nikora. 2008. “Spatially averaged turbulent stress and its partitioning.” Exp. Fluids 45 (1): 73–83. https://doi.org/10.1007/s00348-008-0463-y.
Raupach, M. R., R. A. Antonia, and S. Rajagopalan. 1981. “Conditional statistics of Reynolds stress in rough wall and smooth wall turbulent boundary layers.” J. Fluid Mech. 108 (Jul): 363–382. https://doi.org/10.1017/S0022112081002164.
Raupach, M. R., R. A. Antonia, and S. Rajagopalan. 1991. “Rough-wall turbulent boundary layers.” Appl. Mech. Rev. 44 (1): 1–25. https://doi.org/10.1115/1.3119492.
Sarkar, S., and S. Dey. 2010. “Double-averaging turbulence characteristics in flows over a gravel-bed.” J. Hydraul. Res. 48 (6): 801–809. https://doi.org/10.1080/00221686.2010.526764.
Sarkar, S., A. N. Papanicolaou, and S. Dey. 2016. “Turbulence in a gravel-bed stream with an array of large gravel obstacles.” J. Hydraul. Eng. 142 (11): 04016052. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001191.
Yuan, J., and U. Piomelli. 2014. “Roughness effects on the Reynolds stress budgets in near-wall turbulence.” J. Fluid Mech. 760 (Dec): R1. https://doi.org/10.1017/jfm.2014.608.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 2February 2020

History

Received: Nov 29, 2018
Accepted: Jun 7, 2019
Published online: Nov 27, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 27, 2020

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Ellora Padhi [email protected]
Doctoral Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, West Bengal 721302, India. Email: [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, West Bengal 721302, India; Adjunct Professor, Physics and Applied Mathematics Unit, Indian Statistical Institute Kolkata, West Bengal 700108, India; Distinguished Visiting Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). ORCID: https://orcid.org/0000-0001-9764-1346. Email: [email protected]; [email protected]
Postdoctoral Researcher, Dept. di Ingegneria Civile, Univ. della Calabria, Rende, 87036 Cosenza, Italy. ORCID: https://orcid.org/0000-0001-7299-4823. Email: [email protected]
Roberto Gaudio [email protected]
Professor, Dept. di Ingegneria Civile, Univ. della Calabria, Rende, 87036 Cosenza, Italy. Email: [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