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Near- and far-field structure of shallow mixing layers between parallel streams

Published online by Cambridge University Press:  07 October 2020

Zhengyang Cheng
Affiliation:
Department of Civil and Environmental Engineering, The University of Iowa, Iowa City, IA52242, USA Hydrologic Research Center, San Diego, CA92127, USA
George Constantinescu*
Affiliation:
Department of Civil and Environmental Engineering, The University of Iowa, Iowa City, IA52242, USA
*
Email address for correspondence: [email protected]

Abstract

The dynamics of coherent structures forming in a turbulent shallow mixing layer (ML) between two parallel streams advancing in a constant-depth, open channel is investigated using three-dimensional, time-accurate simulations. The large channel length to flow depth ratio ($L_{x}/H = 400\text{--}800$) allows characterization of the spatial evolution of shallow MLs until the mean velocity difference between the two streams becomes less than 3% of the initial value at the end of the splitter plate. Away from the ML origin, the dynamics and coherence of the Kelvin–Helmholtz (KH) billows are affected by the destabilizing effect of the mean shear between the two streams and by the stabilizing effect of the bed friction. A linear decay of the entrainment coefficient α with the bed-friction factor, S, applies only over the region where merging of neighbouring KH billows is still observed (transition to quasi-equilibrium regime). At larger distances from the origin, where the billows are severely stretched in the streamwise direction before being destroyed, the rates of increase of the ML width, δ, and centreline shift, lcy, become very small and α is exponentially decaying with increasing S toward zero (quasi-equilibrium regime). During the initial stages of the quasi-equilibrium regime where the KH vortices are severely stretched, the ML assumes an undulatory shape in horizontal planes. New relationships are proposed to characterize the downstream variation of the non-dimensional ML width and centreline shift over the transition and quasi-equilibrium regimes. During the transition to equilibrium regime, the ML boundary on the fast-stream side remains close to vertical, while that on the slow-stream side becomes strongly tilted. The ML boundary on the slow-stream side becomes again close to vertical once the quasi-equilibrium regime is reached. During the transition to the equilibrium regime, the passage of the KH billows and the generation of streamwise cells of secondary flow generate regions of high instantaneous bed shear stress, such that the region where the erosive capacity of the flow peaks does not correspond to the fast stream. The paper also investigates the effects of flow shallowness and initial velocity ratio between the two streams on the turbulent kinetic energy inside the ML, the depth-averaged lateral momentum fluxes, the passage frequency and size of the KH billows and the wavelength and period of the undulatory motions of the ML during the early stages of the quasi-equilibrium regime.

Type
JFM Papers
Copyright
© The Author(s), 2020. Published by Cambridge University Press

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References

Alavian, V. & Chu, V. H. 1985 Turbulent exchange flow in a shallow compound channel. In Proceedings of 21st Congress International Association of Hydraulic Research, vol. 3, pp. 446551.Google Scholar
Babarutsi, S. & Chu, V. H. 1998 Modeling transverse mixing layer in shallow open-channel flows. J. Hydraul. Engng 124, 718727.CrossRefGoogle Scholar
Batchelor, G. K. 1969 Computation of the energy spectrum in homogeneous two-dimensional turbulence. Phys. Fluids 12, II-233.CrossRefGoogle Scholar
Chang, K., Constantinescu, G. & Park, S. O. 2007 Assessment of predictive capabilities of detached eddy simulation to simulate flow and mass transport past open cavities. Trans. ASME J. Fluids Engng 129 (11), 13721383.CrossRefGoogle Scholar
Chang, W. Y., Constantinescu, G. & Tsai, W. Y. 2017 On the flow and coherent structures generated by an array of rigid emerged cylinders place in an open channel with flat and deformed bed. J. Fluid Mech. 831, 140.CrossRefGoogle Scholar
Chen, D. & Jirka, G. H. 1997 Absolute and convective stabilities of plane turbulent wakes in a shallow water layer. J. Fluid Mech. 338, 157172.CrossRefGoogle Scholar
Chen, D. & Jirka, G. H. 1998 Linear stability analysis of turbulent mixing layers and jets in shallow water layers. J. Hydraul. Engng 36, 815830.Google Scholar
Cheng, Z. & Constantinescu, G. 2018 Stratification effects on flow hydrodynamics and mixing at a confluence with a highly discordant bed and a relatively low velocity ratio. Water Resour. Res. 54 (7), 45374562.CrossRefGoogle Scholar
Cheng, Z. & Constantinescu, G. 2020 Stratification effects on hydrodynamics and mixing at a river confluence with a discordant bed. Environ. Fluid Mech. 20 (4), 843872.CrossRefGoogle Scholar
Cheng, Z., Koken, M. & Constantinescu, G. 2018 Approximate methodology to account for effects of coherent structures on sediment entrainment in RANS simulations with a movable bed and applications to pier scour. Adv. Water Resour. 120, 6582.CrossRefGoogle Scholar
Chu, V. H. 2014 Instabilities in non-rotating and rotating shallow shear flows. Environ. Fluid Mech. 14 (5), 10851103.CrossRefGoogle Scholar
Chu, V. H. & Babarutsi, S. 1988 Confinement and bed-friction effects in shallow turbulent mixing layers. J. Hydraul. Engng 114, 12571274.CrossRefGoogle Scholar
Chu, V. H., Wu, J.-H. & Khayat, R. E. 1991 Stability of transverse shear flows in shallow open channels. J. Hydraul. Engng 117, 13701388.CrossRefGoogle Scholar
Constantinescu, G. 2014 LE of shallow mixing interfaces: a review. Environ. Fluid Mech. 14, 971996.CrossRefGoogle Scholar
Constantinescu, G., Miyawaki, S., Rhoads, B. & Sukhodolov, A. 2016 Influence of planform geometry and momentum ratio on thermal mixing at a stream confluence with a concordant bed. Environ. Fluid Mech. 16 (4), 845873.CrossRefGoogle Scholar
Constantinescu, G., Miyawaki, S., Rhoads, B., Sukhodolov, A. & Kirkil, G. 2011 Structure of turbulent flow at a river confluence with momentum and velocity ratios close to 1: insight provided by an eddy-resolving numerical simulation. Water Resour. Res. 47, W05507.CrossRefGoogle Scholar
Constantinescu, G., Miyawaki, S., Rhoads, B., Sukhodolov, A. & Kirkil, G. 2012 Numerical analysis of the effect of momentum ratio on the dynamics and sediment-entrainment capacity of coherent flow structures at a stream confluence. J. Geophys. Res. Earth Surf. 117, F04028.CrossRefGoogle Scholar
Corcos, G. M. & Sherman, F. S. 1984 The mixing layer: deterministic models of a turbulent flow. Part 1. Introduction and the two-dimensional flow. J. Fluid Mech. 139, 2965.CrossRefGoogle Scholar
Cushman-Roisin, B. & Constantinescu, G. 2019 Dynamical adjustment of two streams past their confluence. J. Hydraul. Res. 58 (2), 305331.CrossRefGoogle Scholar
Fu, H. & Rockwell, D. 2005 Shallow flow past a cylinder: control of the near wake. J. Fluid Mech. 539, 124.CrossRefGoogle Scholar
Ghidaoui, M., Kolyshkin, A., Liang, J. H., Chan, F., Li, Q. & Xu, K. 2006 Linear and nonlinear analysis of shallow wakes. J. Fluid Mech. 548, 309340.CrossRefGoogle Scholar
Horna-Munoz, D., Constantinescu, G., Rhoads, B., Quinn, L. & Sukhodolov, A. 2020 Density effects at a concordant bed, natural river confluence. Water Resour. Res. 56 (4), e2019WR026217.CrossRefGoogle Scholar
Keylock, C. J., Constantinescu, G. & Hardy, R. J. 2012 The application of computational fluid dynamics to natural river channels: eddy resolving versus mean flow approaches. Geomorphology 179, 120.CrossRefGoogle Scholar
Kirkil, G. & Constantinescu, G. 2008 A numerical study of shallow mixing layers between parallel streams. In 2nd International Symposium on Shallow Flows, Hong Kong.Google Scholar
Koken, M., Constantinescu, G. & Blanckaert, K. 2013 Hydrodynamic processes, sediment erosion mechanisms, and Reynolds-number-induced scale effects in an open channel bend of strong curvature with flat bathymetry. J. Geophys. Res. Earth Surf. 118, 23082324.CrossRefGoogle Scholar
Kraft, S., Wang, Y. & Oberlack, M. 2011 Large eddy simulation of sediment deformation in a turbulent flow by means of level-set method. J. Hydraul. Engng. 137 (11), 13941405.CrossRefGoogle Scholar
Lam, M. Y., Ghidaoui, M. & Kolyshkin, A. A. 2016 The roll-up and merging of coherent structures in shallow mixing layers. Phys. Fluids 28, 094103.CrossRefGoogle Scholar
Lesieur, M., Staquet, C., Le Roy, P. & Comte, P. 1988 The mixing layer and its coherence examined from the point of view of two-dimensional turbulence. J. Fluid Mech. 192, 511534.CrossRefGoogle Scholar
Liu, H., Lam, M. Y. & Ghidaoui, M. 2010 A numerical study of temporal shallow mixing layers using BGK-based schemes. Comput. Maths Applics. 59 (7), 23932402.CrossRefGoogle Scholar
Moser, R. D. & Rogers, M. M. 1993 The three-dimensional evolution of a plane mixing layer: pairing and transition to turbulence. J. Fluid Mech. 247, 275320.CrossRefGoogle Scholar
Pope, S. B. 2000 Turbulent Flows. Cambridge University Press.CrossRefGoogle Scholar
Rhoads, B. & Sukhodolov, A. 2008 Lateral momentum flux and spatial evolution of flow within a confluence mixing interface. Water Resour. Res. 44, W08440.CrossRefGoogle Scholar
Rockwell, D. 2008 Vortex formation in shallow flows. Phys. Fluids 20 (3), 031303.CrossRefGoogle Scholar
Rodi, W., Constantinescu, G. & Stoesser, T. 2013 Large Eddy Simulation in Hydraulics, IAHR Monograph. CRC Press.CrossRefGoogle Scholar
Socolofsky, S. A. & Jirka, G. 2004 Large-scale flow structures and stability in shallow flows. J. Environ. Engng Sci. 3 (5), 451462.CrossRefGoogle Scholar
Spalart, P. R. 2009 Detached-eddy simulation. Annu. Rev. Fluid Mech. 41, 181202.CrossRefGoogle Scholar
Sukhodolov, A., Schnauder, I. & Uijttewaal, W. 2010 Dynamics of shallow lateral shear layers: experimental study in a river with a sandy bed. Water Resour. Res. 46, W11519.CrossRefGoogle Scholar
Sumer, B., Chua, L., Cheng, N. & Fredsøe, J. 2003 Influence of turbulence on bed load sediment transport. J. Hydraul. Engng 129 (8), 585596.CrossRefGoogle Scholar
Townsend, A. A. 1956 The Structure of Turbulent Shear Flow. Cambridge University Press.Google Scholar
Tuna, B. A. & Rockwell, D. 2014 Self-sustained oscillations of shallow flow past sequential cavities. J. Fluid Mech. 758, 655685.CrossRefGoogle Scholar
Uijttewaal, W. S. J. & Booij, R. 2000 Effects of shallowness on the development of free-surface mixing layers. Phys. Fluids 12, 392402.CrossRefGoogle Scholar
Van Prooijen, B. C. & Uijttewaal, W. 2002 A linear approach for the evolution of coherent structures in shallow mixing layers. Phys. Fluids 14 (12), 41054114.CrossRefGoogle Scholar
Vorobieff, P., Rivera, M. & Ecke, R. E. 1999 Soap film flows: statistics of two-dimensional turbulence. Phys. Fluids 11, 21672177.CrossRefGoogle Scholar
Vowinckel, B., Schnauder, I. & Sukhodolov, A. N. 2007 Spectral dynamics of turbulence in shallow mixing layers at a confluence of two parallel streams. In Hydraulic Measurements and Experimental Methods Conference (ed. Cowen, E. A.), pp. 635640. American Society of Civil Engineers.Google Scholar
Winant, C. D. & Browand, F. K. 1974 Vortex pairing: the mechanism of turbulent mixing layer growth at moderate Reynolds number. J. Fluid Mech. 63, 237255.CrossRefGoogle Scholar
Zeng, J. & Constantinescu, G. 2017 Flow and coherent structures around circular cylinders in shallow water. Phys. Fluids 29 (6), 066601.CrossRefGoogle Scholar