Technical Papers
Nov 24, 2023

Anisotropy in Turbulent Flow over Two-Dimensional Fixed Bedforms with Downward Seepage

Publication: Journal of Irrigation and Drainage Engineering
Volume 150, Issue 1

Abstract

The investigation of bedform configurations and their migration manifest under varying flow conditions in alluvial channels remains a persistent challenge for engineers and researchers due to the intricate nature and lack of certainty associated with these formations. The study of turbulence characteristics of flow over a dune-shaped bedform can become a foundation for evaluating potential bedform migration and sediment transport behavior in an alluvial stream. Through the present study, effort has been made to demonstrate the variation in turbulent anisotropy associated with the flow over a 2D fixed dune-shaped bedform under the influence of downward seepage. Using an acoustic doppler velocimeter, measurements of flow velocities were taken over several sections of the dune-shaped bedform, in the presence and absence of downward seepage. Flow characteristics at these sections are then compared for both conditions to observe the change in turbulence behavior under the influence of downward seepage. The results reveal that, at the initial sections and lee side sections of the dune, the average contribution of streamwise and spanwise turbulent intensity to turbulent kinetic energy (TKE) along the depth of flow increases by 24%45% and 7%39% for 10% seepage and by 26%63% and 25%45% for 15% seepage, respectively, as compared with the no-seepage condition. The contribution of vertical turbulent intensities to the TKE is negligible as compared with the streamwise and spanwise turbulent intensities. Similarly, the contribution of Reynolds shear stress to TKE increases by 2%30% for 10% seepage and 5%35% for 15% seepage at the initial sections and lee side sections of the dune as compared with the no-seepage condition. The findings from the three anisotropy tensor eigenvalues indicate a significant rise in the strength of turbulent intensities in the streamwise direction with downward seepage primarily in the region near to the bedform surface and at the initial and lee sections of the dune. Analysis of the invariant function and plot of the anisotropic invariant map show that 1D anisotropy prevails in the initial and lee sections of the dune under the action of downward seepage. Downward seepage increases mass and momentum exchange near the bed zone of these sections, causing a significant increase in the contribution and strength of turbulent intensities in the streamwise direction. Additionally, comparative studies employing octant analysis of bursting events under seepage and no-seepage conditions demonstrate that, at the initial and lee side sections of the dune, the probability of occurrences of ejection and sweep events increases with an increase in the seepage percentage. The present investigation can form a basis for understanding the effects of downward seepage on flows over bedforms, which has not been, to our best knowledge, taken into account in the previous literature and may therefore facilitate more accurate prediction of the rate of sediment motion during the migration of bedforms in an alluvial stream.

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Data Availability Statement

The data will be made available by the corresponding author on request.

References

Abt, S. R., J. R. Richardson, and R. J. Wittlers. 1988. “Inflow seepage influence on pier scour.” Transp. Res. Rec. 1201: 54–61.
Batlle-Aguilar, J., and P. G. Cook. 2012. “Transient infiltration from ephemeral streams: A field experiment at the reach scale.” Water Resour. Res. 48 (11): W11518. https://doi.org/10.1029/2012WR012009.
Bernard, P. S., and R. A. Handler. 1990. “Reynolds stress and the physics of turbulent momentum transport.” J. Fluid Mech. 220 (Nov): 99–124. https://doi.org/10.1017/S0022112090003202.
Bernard, P. S., J. M. Thomas, and R. A. Handler. 1993. “Vortex dynamics and the production of Reynolds stress.” J. Fluid Mech. 253 (Aug): 385–419. https://doi.org/10.1017/S0022112093001843.
Bridges, J., and M. P. Wernet. 2003. “Measurements of the aeroacoustic sound sources in hot jets.” In Proc., 9th AIAA/CEAS Aeroacoustics Conf. and Exhibit, 3130. Columbia, SC: Hilton Head Island.
Crowley, K. D. 1983. “Large-scale bed configurations (macroforms), Platte River Basin, Colorado, and Nebraska: Primary structures and formative processes.” Geol. Soc. Am. Bull. 94 (1): 117–133. https://doi.org/10.1130/0016-7606(1983)94%3C117:LBCMPR%3E2.0.CO;2.
De Vries, J. J., and I. Simmers. 2002. “Groundwater recharge: An overview of processes and challenges.” Hydrogeol. J. 10 (Feb): 5–17. https://doi.org/10.1007/s10040-001-0171-7.
Dey, S., P. Paul, S. Z. Ali, and E. Padhi. 2020. “Reynolds stress anisotropy in flow over two-dimensional rigid dunes.” Proc. R. Soc. A 476 (2242): 20200638. https://doi.org/10.1098/rspa.2020.0638.
Dunkerley, D. L. 2008. “Bank permeability in an Australian ephemeral dry-land stream: Variation with stage resulting from mud deposition and sediment clogging.” Earth Surf. Processes Landforms 33 (2): 226–243. https://doi.org/10.1002/esp.1539.
Hanmaiahgari, P. R., and R. Balachandar. 2016. “Turbulence characteristics of open channel flow over non-equilibrium 3-D mobile dunes.” Sādhanā 41 (Sep): 1019–1037. https://doi.org/10.1007/s12046-016-0537-0.
Keshavarzi, A., B. Melville, and J. Ball. 2014. “Three-dimensional analysis of coherent turbulent flow structure around a single circular bridge pier.” Environ. Fluid Mech. 14 (4): 821–847. https://doi.org/10.1007/s10652-013-9332-1.
Keshavarzi, A. R., and A. R. Gheisi. 2006. “Stochastic nature of three dimensional bursting events and sediment entrainment in vortex chamber.” Stochastic Environ. Res. Risk Assess. 21 (1): 75–87. https://doi.org/10.1007/s00477-006-0045-6.
Khan, M. A., N. Sharma, J. Pu, M. Aamir, and M. Pandey. 2021. “Two-dimensional turbulent burst examination and angle ratio utilization to detect scouring/sedimentation around mid-channel bar.” Acta Geophys. 69 (4): 1335–1348. https://doi.org/10.1007/s11600-021-00600-x.
Kleinhans, M. G. 2004. “Sorting in grain flows at the lee side of dunes.” Earth Sci. Rev. 65 (1–2): 75–102. https://doi.org/10.1016/S0012-8252(03)00081-3.
Krogstad, P. Å., and A. Kourakine. 2000. “Some effects of localized injection on the turbulence structure in a boundary layer.” Phys. Fluids 12 (11): 2990–2999. https://doi.org/10.1063/1.1314338.
Liu, X. X., and Y.-M. Chiew. 2014. “Effect of upward seepage on bedload transport rate.” Water Sci. Eng. 7 (2): 208–217. https://doi.org/10.3882/j.issn.1674-2370.2014.02.008.
Lu, Y., and Y.-M. Chiew. 2007. “Seepage effects on dune dimensions.” J. Hydraul. Eng. 133 (5): 560–563. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:5(560).
Lu, Y., Y.-M. Chiew, and N.-S. Cheng. 2008. “Review of seepage effects on turbulent open-channel flow and sediment entrainment.” J. Hydraul. Res. 46 (4): 476–488. https://doi.org/10.3826/jhr.2008.2942.
Lumley, J. L., and G. R. Newman. 1977. “The return to isotropy of homogeneous turbulence.” J. Fluid Mech. 82 (1): 161–178. https://doi.org/10.1017/S0022112077000585.
Mazumder, B. S., and S. P. Ojha. 2007. “Turbulence statistics of flow due to wave–current interaction.” Flow Meas. Instrum. 18 (3–4): 129–138. https://doi.org/10.1016/j.flowmeasinst.2007.05.001.
Mitra, A., J. P. Panda, and H. V. Warrior. 2019. “The effects of free-stream turbulence on the hydrodynamic characteristics of an AUV hull form.” Ocean Eng. 174 (Feb): 148–158. https://doi.org/10.1016/j.oceaneng.2019.01.039.
Moin, P., and J. Kim. 1985. “The structure of the vorticity field in turbulent channel flow. Part 1. Analysis of instantaneous fields and statistical correlations.” J. Fluid Mech. 155 (Jun): 441–464. https://doi.org/10.1017/S0022112085001896.
Murlis, J., H. M. Tsai, and P. Bradshaw. 1982. “The structure of turbulent boundary layers at low Reynolds numbers.” J. Fluid Mech. 122 (Sep): 13–56. https://doi.org/10.1017/S0022112082002080.
Nelson, J. M., R. L. Shreve, S. R. McLean, and T. G. Drake. 1995. “Role of near-bed turbulence structure in bed load transport and bed form mechanics.” Water Resour. Res. 31 (8): 2071–2086. https://doi.org/10.1029/95WR00976.
Nezu, I., A. Kadota, and H. Nakagawa. 1997. “Turbulent structure in unsteady depth-varying open-channel flows.” J. Hydraul. Eng. 123 (9): 752–763. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:9(752).
Oyewola, O., L. Djenidi, and R. A. Antonia. 2004. “Influence of localized wall suction on the anisotropy of the Reynolds stress tensor in a turbulent boundary layer.” Exp. Fluids 37 (2): 187–193. https://doi.org/10.1007/s00348-004-0800-8.
Patel, M., V. Deshpande, and B. Kumar. 2015. “Turbulent characteristics and evolution of sheet flow in an alluvial channel with downward seepage.” Geomorphology 248 (Nov): 161–171. https://doi.org/10.1016/j.geomorph.2015.07.042.
Pope, S. B. 2000. Turbulent flows. Cambridge, UK: Cambridge University Press.
Rao, A. R., and N. Sitaram. 1999. “Stability and mobility of sand-bed channels affected by seepage.” J. Irrig. Drain. Eng. 125 (6): 370–379. https://doi.org/10.1061/(ASCE)0733-9437(1999)125:6(370).
Raudkivi, A. J. 1997. “Ripples on stream bed.” J. Hydraul. Eng. 123 (1): 58–64. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:1(58).
Raudkivi, A. J., and H.-H. Witte. 1990. “Development of bed features.” J. Hydraul. Eng. 116 (9): 1063–1079. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:9(1063).
Roushangar, K., M. T. Alami, and S. M. Saghebian. 2018. “Modeling open channel flow resistance with dune bedform via heuristic and nonlinear approaches.” J. Hydroinf. 20 (2): 356–375. https://doi.org/10.2166/hydro.2018.020.
Shafi, H. S., and R. A. Antonia. 1995. “Anisotropy of the Reynolds stresses in a turbulent boundary layer on a rough wall.” Exp. Fluids 18 (3): 213–215. https://doi.org/10.1007/BF00230269.
Sharma, A., O. Herrera-Granados, and B. Kumar. 2019. “Bed-load transport and temporal variation of non-uniform sediment in a seepage-affected alluvial channel.” Hydrol. Sci. J. 64 (8): 1001–1012. https://doi.org/10.1080/02626667.2019.1615621.
Sharma, A., and B. Kumar. 2018. “High-order velocity moments of turbulent boundary layers in seepage affected alluvial channel.” J. Fluids Eng. 140 (8): 081204. https://doi.org/10.1115/1.4039253.
Sharma, A., and B. Kumar. 2022. “Anisotropy properties of turbulence in flow over seepage bed.” J. Fluids Eng. 144 (2): 021501. https://doi.org/10.1115/1.4051769.
Smalley, R. J., S. Leonardi, R. A. Antonia, L. Djenidi, and P. Orlandi. 2002. “Reynolds stress anisotropy of turbulent rough wall layers.” Exp. Fluids 33 (1): 31–37. https://doi.org/10.1007/s00348-002-0466-z.
Sumer, B. M., and R. Deigaard. 1981. “Particle motions near the bottom in turbulent flow in an open channel. Part 2.” J. Fluid Mech. 109 (Aug): 311–337. https://doi.org/10.1017/S0022112081001092.
Tiwari, H., A. Khan, and N. Sharma. 2017. “Emerging methodologies for turbulence characterization in river dynamics study.” In River system analysis and management, 167–186. Singapore: Springer.
Vita, G., H. Hemida, T. Andrianne, and C. C. Baniotopoulos. 2018. “Generating atmospheric turbulence using passive grids in an expansion test section of a wind tunnel.” J. Wind Eng. Ind. Aerodyn. 178 (Jul): 91–104. https://doi.org/10.1016/j.jweia.2018.02.007.
Willetts, B. B., and M. E. Drossos. 1975. “Local erosion caused by rapid forced infiltration.” J. Hydraul. Div. 101 (12): 1477–1488. https://doi.org/10.1061/JYCEAJ.0004441.
Wu, F. C., and M. R. Jiang. 2007. “Numerical investigation of the role of turbulent bursting in sediment entrainment.” J. Hydraul. Eng. 133 (3): 329–334. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:3(329).
Yalin, M. S. 2015. River mechanics. Amsterdam, Netherlands: Elsevier.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 150Issue 1February 2024

History

Received: May 3, 2023
Accepted: Oct 17, 2023
Published online: Nov 24, 2023
Published in print: Feb 1, 2024
Discussion open until: Apr 24, 2024

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Pradyumna Kumar Behera [email protected]
Research Scholar, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Patna, Patna, Bihar 801106, India. Email: [email protected]
Vishal Deshpande [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Patna, Patna, Bihar 801106, India. Email: [email protected]
Mahesh Patel [email protected]
Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Jalandhar, Jalandhar, Punjab 144011, India. Email: [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India (corresponding author). ORCID: https://orcid.org/0000-0001-6001-8411. Email: [email protected]

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