Hostname: page-component-848d4c4894-r5zm4 Total loading time: 0 Render date: 2024-07-07T14:19:38.566Z Has data issue: false hasContentIssue false

Linking turbulent waves and bubble diffusion in self-aerated open-channel flows: two-state air concentration

Published online by Cambridge University Press:  05 July 2023

Matthias Kramer*
Affiliation:
School of Engineering and Information Technology (SEIT), UNSW Canberra, Canberra, ACT 2610, Australia
Daniel Valero
Affiliation:
Institute for Water and River Basin Management (IWG), Karlsruhe Institute of Technology (KIT), 76131 Karlsruhe, Germany Water Resources and Ecosystems, IHE Delft, 2611AX Delft, the Netherlands
*
Email address for correspondence: [email protected]

Abstract

High-Froude-number flows become self-aerated when the destabilizing effect of turbulence overcomes gravity and surface tension forces. Traditionally, the resulting air concentration profile has been explained using single-layer approaches that invoke solutions of the advection–diffusion equation for air in water, i.e. bubbles’ dispersion. Based on a wide range of experimental evidence, we argue that the complete air concentration profile shall be explained through the weak interaction of different canonical turbulent flows, namely a turbulent boundary layer (TBL) and a turbulent wavy layer (TWL). Motivated by a decomposition of the streamwise velocity into a pure wall flow and a free-stream flow (Krug et al., J. Fluid Mech., vol. 811, 2017, pp. 421–435), we present a physically consistent two-state formulation of the structure of a self-aerated flow. The air concentration is mathematically built upon a modified Rouse profile and a Gaussian error function, resembling vertical mass transport in the TBL and the TWL. We apply our air concentration theory to over 500 profiles from different data sets, featuring excellent agreement. Finally, we show that the turbulent Schmidt number, characterizing the momentum-mass transfer, ranges between 0.2 and 1, which is consistent with previous mass-transfer experiments in TBLs. Altogether, the proposed flow conceptualization sets the scene for more physically based numerical modelling of turbulent mass diffusion in self-aerated flows.

Type
JFM Papers
Copyright
© The Author(s), 2023. Published by Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Bai, R., Tang, R., Wang, H. 2022 Closure to ‘Case study of prototype hydraulic jump on slope: air entrainment and free-surface measurement’ by Zhongtian Bai, Ruidi Bai, Rongcai Tang, Hang Wang, and Shanjun Liu. J. Hydraul. Res. 148 (11), 07022007.CrossRefGoogle Scholar
Brocchini, M. & Peregrine, D.H. 2001 The dynamics of strong turbulence at free surfaces. Part 1. Description. J. Fluid Mech. 449, 225254.CrossRefGoogle Scholar
Boes, R. 2000 Two-phase flow and energy dissipation at large cascades (in German). PhD thesis, ETH Zurich.Google Scholar
Bung, D. 2009 Zur selbstbelüfteten Gerinneströmung auf Kaskaden mit gemäßigter Neigung (in German). PhD thesis, University of Wuppertal.Google Scholar
Castro-Orgaz, O. & Hager, W. 2010 Drawdown curve and turbulent boundary layer development for chute flow. J. Hydraul. Res. 48 (5), 591602.CrossRefGoogle Scholar
Chan, W.H.C., Johnson, P.L. & Moin, P. 2021 The turbulent bubble break-up cascade. Part 1. Theoretical development. J. Fluid Mech. 912, A42.CrossRefGoogle Scholar
Chanson, H. 1994 Drag reduction in open-channel flow by aeration and suspended load. J. Hydraul. Res. 32 (1), 87101.CrossRefGoogle Scholar
Chanson, H. 1995 Air bubble diffusion in supercritical open channel flow. In Proceedings of the 12th Australasian Fluid Mechanics Conference (AFMC), Sydney, Australia, pp. 707–710. Australasian Fluid Mechanics Conference.Google Scholar
Chanson, H. 1996 Air Bubble-Entrainment in Free Surface Turbulent Shear Flows. Academic Press.Google Scholar
Chanson, H. & Toombes, L. 2001 Experimental investigations of air entrainment in transition and skimming flows down a stepped chute. Application to embankment overflow stepped spillways. Research Report No. CE158. Department of Civil Engineering, The University of Queensland, Brisbane.Google Scholar
Clift, R., Grace, J.R. & Weber, M.E. 1978 Bubbles, Drops, and Particles. Academic Press.Google Scholar
Coleman, N.L. 1970 Flume studies of the sediment transfer coefficient. Water Resour. Res. 6 (3), 801809.CrossRefGoogle Scholar
Cummings, P.D. 1996 Aeration due to breaking waves. PhD thesis, Department of Civil Engineering, University of Queensland.Google Scholar
Deane, G.B. & Stokes, M.D. 2002 Scale dependence of bubble creation mechanisms in breaking waves. Nature 418, 839844.CrossRefGoogle ScholarPubMed
Dey, S. 2014 Fluvial Hydrodynamics. Springer.CrossRefGoogle Scholar
Falvey, H.T. 1990 Cavitation in chutes and spillways. Tech. Rep. 42. United States Department of the Interior, Bureau of Reclamation.Google Scholar
Felder, S., Hohermuth, B. & Boes, R.M. 2019 High-velocity air-water flows downstream of sluice gates including selection of optimum phase-detection probe. Intl J. Multiphase Flow 116, 203220.CrossRefGoogle Scholar
Felder, S., Severi, A. & Kramer, M. 2022 Self-aeration and flow resistance in high-velocity flows down spillways with micro-rough inverts. J. Hydraul. Engng 149 (6), 04023011.CrossRefGoogle Scholar
Frizell, K.W., Renna, F.M. & Matos, J. 2013 Cavitation potential of flow on stepped spillways. J. Hydraul. Engng 139 (6), 630636.CrossRefGoogle Scholar
Gualtieri, C., Angeloudis, A., Bombardelli, F., Jha, S. & Stoesser, T. 2017 On the values for the turbulent Schmidt number in environmental flows. Fluids 2 (2), 17.CrossRefGoogle Scholar
Gulliver, J.S., Thene, J.R. & Rindels, A.J. 1990 Indexing gas transfer in self-aerated flows. J. Environ. Engng 116 (3), 503523.CrossRefGoogle Scholar
Hager, W.H 1991 Uniform aerated chute flow. J. Hydraul. Engng 117 (4), 528533.CrossRefGoogle Scholar
Hohermuth, B., Felder, S. & Boes, R. 2021 a High-velocity air-water flow measurements in a prototype tunnel chute: scaling of void fraction and interfacial velocity. J. Hydraul. Engng 147 (11), 04021044.CrossRefGoogle Scholar
Hohermuth, B., Kramer, M., Felder, S. & Valero, D. 2021 b Velocity bias in intrusive gas-liquid flow measurements. Nat. Commun. 12, 4123.CrossRefGoogle ScholarPubMed
Ishii, M. & Hibiki, T. 2011 Thermo-Fluid Dynamics of Two-Phase Flow, 2nd edn. Springer.CrossRefGoogle Scholar
Killen, J.M. 1968 The surface characteristics of self aerated flow in steep channels. PhD Thesis, University of Minnesota, Minneapolis, MN.Google Scholar
Kramer, M. & Chanson, H. 2018 Transition flow regime on stepped spillways: air–water flow characteristics and step-cavity fluctuations. Environ. Fluid Mech. 18 (4), 947965.CrossRefGoogle Scholar
Kramer, M., Felder, S., Hohermuth, B. & Valero, D. 2021 Drag reduction in aerated chute flow: role of bottom air concentration. J. Hydraul. Engng 147 (11), 04021041.CrossRefGoogle Scholar
Kramer, M., Hohermuth, B., Valero, D. & Felder, S. 2020 Best practices for velocity estimations in highly aerated flows with dual-tip phase-detection probes. Intl J. Multiphase Flow 126, 103228.CrossRefGoogle Scholar
Krug, D., Philip, J. & Marusic, I. 2017 Revisiting the law of the wake in wall turbulence. J. Fluid Mech. 811, 421435.CrossRefGoogle Scholar
Lane, E.W. 1939 Entrainment of air in swiftly flowing water. Civil Engrs 9 (2), 8996.Google Scholar
Marusic, I., McKeon, B.J., Monkewitz, P.A., Nagib, H.M., Smits, A.J. & Sreenivasan, K.R. 2008 Wall-bounded flows at high Reynolds numbers: recent advances and key issues. Phys. Fluids 22, 065103.CrossRefGoogle Scholar
Morrill-Winter, C., Philip, J. & Klewicki, J. 2017 An invariant representation of mean inertia: theoretical basis for a log law in turbulent boundary layers. J. Fluid Mech. 813, 594617.CrossRefGoogle Scholar
Nagib, H.M. & Chauhan, K.A. 2008 Variations of von Kármán coefficient in canonical flows. Phys. of Fluids 20, 101518.CrossRefGoogle Scholar
Pleizier, N.K., Algera, D., Cooke, S.J. & Brauner, C.J. 2020 A meta-analysis of gas bubble trauma in fish. Fish Fisheries 21 (6), 11751194.CrossRefGoogle Scholar
Pope, S.B. 2000 Turbulent Flows. Cambridge University Press.CrossRefGoogle Scholar
Rao, N.S.L. & Gangadharaiah, T. 1971 Distribution characteristics of self-aerated flows. In Characteristics of Self-Aerated Free-Surface Flows. Water and Waste Water/Current Research and Practice, vol. 10, pp 119–161. Eric Schmidt Verlag.Google Scholar
Rouse, H. 1961 Fluid Mechanics for Hydraulic Engineers. Dover.Google Scholar
Severi, A. 2018 Aeration performance and flow resistance in high-velocity flows over moderately sloped spillways with micro-rough bed. PhD thesis, Water Research Laboratory, School of Civil and Environmental Engineering, UNSW Sydney.Google Scholar
Straub, L. & Anderson, A.G. 1958 Experiments on self-aerated flow in open channels. J. Hydraul. Div. 84 (7), 135.CrossRefGoogle Scholar
Valero, D. & Bung, D. 2016 Development of the interfacial air layer in the non-aerated region of high-velocity spillway flows. Instabilities growth, entrapped air and influence on the self-aeration onset. Intl J. Multiphase Flow 84, 6674.CrossRefGoogle Scholar
Valero, D. & Bung, D. 2018 Reformulating self-aeration in hydraulic structures: turbulent growth of free surface perturbations leading to air entrainment. Intl J. Multiphase Flow 100, 127142.CrossRefGoogle Scholar
Wei, W. & Deng, J. 2022 Free surface aeration and development dependence in chute flows. Sci. Rep. 12, 1477.CrossRefGoogle ScholarPubMed
Wei, W., Xu, W., Deng, J. & Guo, Y. 2022 Self-aeration development and fully cross-sectional air diffusion in high-speed open channel flows. J. Hydraul. Res. 60 (3), 445459.CrossRefGoogle Scholar
Wilhelms, S. & Gulliver, J.S. 2005 Bubbles and waves description of self-aerated spillway flow. J. Hydraul. Res. 43 (5), 522531.CrossRefGoogle Scholar
Wood, I. 1984 Air entrainment in high speed flows. In Proceedings of the International Symposium on Scale Effects in Modelling Hydraulic Structures, paper no. 4. IAHR.Google Scholar
Zhang, G. 2017 Free-surface aeration, turbulence, and energy dissipation on stepped chutes with triangular steps, chamfered steps, and partially blocked step cavities. PhD Thesis, School of Civil Engineering, The University of Queensland.Google Scholar
Zhang, G. & Chanson, H. 2017 Self-aeration in the rapidly- and gradually-varying flow regions of steep smooth and stepped spillways. Environ. Fluid Mech. 17, 2746.CrossRefGoogle Scholar
Supplementary material: PDF

Kramer and Valero supplementary material

Kramer and Valero supplementary material

Download Kramer and Valero supplementary material(PDF)
PDF 3.2 MB