Technical Papers
Oct 20, 2014

Influencing Flow Patterns and Bed Morphology in Open Channels and Rivers by Means of an Air-Bubble Screen

Publication: Journal of Hydraulic Engineering
Volume 141, Issue 2

Abstract

The ability of a bubble screen to redistribute the flow field and bed morphology in shallow rivers and open channels has been investigated in laboratory experiments. Rising air bubbles generated by a pressurized porous tube situated on the bed induced secondary flow perpendicular to the porous tube. The secondary flow redistributed the longitudinal velocity, which caused also morphological redistribution under mobile-bed conditions. The strength and size of the bubble-induced secondary flow were independent of the base flow velocity and increased with water depth. The size of the secondary flow cell ranged from 3× (immobile bed) to 7× (mobile bed) the water depth. Similar sizes of bubble-induced secondary flow cells have been reported in literature for water depths ranging from 0.1 to 5 m, indicating that the laboratory experiments are relevant for natural rivers and open channels. A mutually strengthening interplay occurred between the bubble screen, the bubble-induced secondary flow, and the morphology. The bubble-induced secondary flow considerably increased the rising velocity of the air bubbles, which on its turn strengthened the secondary flow. The morphological redistribution increased the flow depth in the region covered by the secondary flow cell, which on its turn increased the size and strength of the secondary flow cell, and its effect on the morphological redistribution. This coupled hydrodynamic-morphologic behavior explains the larger size and strength of the secondary flow over a mobile bed than over a flat immobile bed. The results demonstrate the potential of the bubble screen as a technique to modify the morphology in a variety of applications in shallow rivers and open channels.

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Acknowledgments

The research reported in this paper was financially supported by the Swiss National Foundation under grants 200021-125095. The second writer was partially funded by the Chinese Academy of Sciences Visiting Professorship for Senior International Scientists, Grant No. 2011T2Z24, and by the Sino-Swiss Science and Technology Cooperation for the Institutional Partnership Project, Grant No. IP13_092911.

References

Batchelor, G. K. (1967). An introduction to fluid dynamics, Cambridge University Press, Cambridge, U.K.
Blanckaert, K. (2010). “Topographic steering, flow recirculation, velocity redistribution, and bed topography in sharp meander bends.” Water Resour. Res., 46, W09506.
Blanckaert, K. (2011). “Hydrodynamic processes in sharp meander bends and their morphological implications.” J. Geophys. Res., 116, F01003.
Blanckaert, K., Buschman, F. A., Schielen, R., and Wijbenga, J. H. A. (2008). “Redistribution of velocity and bed-shear stress in straight and curved open-channels by means of a bubble screen: Laboratory experiments.” J. Hydraul. Eng., 184–195.
Blanckaert, K., and Graf, W. H. (2004). “Momentum transport in sharp open-channel bends.” J. Hydraul. Eng., 186–198.
Blanckaert, K., and Lemmin, U. (2006). “Means of noise reduction in acoustic turbulence measurements.” J. Hydraul. Res., 44(1), 3–17.
Bombardelli, F. A., Buscaglia, G. C., Rehmann, C. R., Rincón, L. E., and García, M. H. (2007). “Modelling and scaling of aeration bubble plumes: A two-phase flow analysis.” J. Hydraul. Res., 45(5), 617–630.
Brevik, I. (1977). “Two-dimensional air-bubble plume.” J. Waterw. Port Coastal Ocean Div., 103(1), 101–115.
DeMoyer, C. D., Schierholz, E. L., Gulliver, J. S., and Wilhelms, S. C. (2003). “Impact of bubble and free surface oxygen transfer on diffused aeration systems.” Water Res., 37(8), 1890–1904.
Dugué, V. (2013). “Influencing river morphodynamics by means of a bubble screen: Application to open-channel bends.” Ph.D. thesis, Ecole Polytechnique Fédérale de Lausanne, Lausanne, Switzerland.
Dugué, V., Blanckaert, K., Chen, Q., and Schleiss, A. J. (2013). “Reduction of bend scour with an air-bubble screen—Morphology and flow patterns.” Int. J. Sediment Res., 28(1), 15–23.
Fanneløp, T. K., Hirschberg, S., and Küffer, J. (1991). “Surface current and recirculating cells generated by bubble curtains and jets.” J. Fluid Mech., 229(1), 629–657.
García, C. M., and García, M. H. (2006). “Characterization of flow turbulence in large-scale bubble-plume experiments.” Exp. Fluids, 41(1), 91–101.
Goossens, L. (1979). “Reservoir destratification with bubble columns.” Ph.D. thesis, Delft Univ., Delft, Netherlands.
Hurther, D., and Lemmin, U. (1998). “A constant-beam-width transducer for 3D acoustic Doppler profile measurements in open-channel flows.” Meas. Sci. Technol., 9(10), 1706–1714.
Koken, M., Constantinescu, G., and 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(4), 2308–2324.
Leifer, I., Patro, R. K., and Bowyer, P. (2000). “A study on the temperature variation of rise velocity for large clean bubbles.” J. Atmos. Ocean Technol., 17(10), 1392–1402.
Lemmin, U., and Rolland, T. (1997). “Acoustic velocity profiler for laboratory and field studies.” J. Hydraul. Eng., 1089–1098.
Nakai, M., and Arita, M. (2002). “An experimental study on prevention of saline wedge intrusion by an air curtain in rivers.” J. Hydraul. Res., 40(3), 333–339.
Neto, I. E. L., Zhu, D. Z., and Rajaratnam, N. (2008). “Effect of tank size and geometry on the flow induced by circular bubble plumes and water jets.” J. Hydraul. Eng., 833–842.
Neto, I. E. L., Zhu, D. Z., Rajaratnam, N., Yu, T., Spafford, M., and McEachern, P. (2007). “Dissolved oxygen downstream of an effluent outfall in an ice-covered river: Natural and artificial aeration.” J. Environ. Eng., 1051–1060.
Rensen, J., and Roig, V. (2001). “Experimental study on the unsteady structure of a confined bubble plume.” Int. J. Multiphase Flow, 27(8), 1431–1449.
Riess, I. R., and Fanneløp, T. K. (1998). “Recirculating flow generated by line-source bubble plumes.” J. Hydraul. Eng., 932–940.
Sager, D. R., Hocutt, C. H., and Stauffer, J. R. (1987). “Estuarine fish responses to strobe light, bubble curtains and strobe light bubble-curtain combinations as influenced by water-flow rate and flash frequencies. Fish. Res., 5(4), 383–399.
Sahoo, G. B., and Luketina, D. (2006). “Response of a tropical reservoir to bubbler destratification.” J. Environ. Eng., 736–746.
Schladow, S. G. (1992). “Bubble plume dynamics in a stratified medium and the implications for water quality amelioration in lakes.” Water Resour. Res., 28(2), 313–321.
Welton, J. S., Beaumont, W. R. C., and Clarke, R. T. (2002). “The efficacy of air, sound and acoustic bubble screens in deflecting Atlantic salmon, Salmo salar L., smolts in the River Frome, UK.” Fish. Manage. Ecol., 9(1), 11–18.
Wen, J., and Torrest, R. S. (1987). “Aeration-induced circulation from line sources. 1. Channel flows.” J. Environ. Eng., 82–98.
Wüest, A., Brooks, N. H., and Imboden, D. M. (1992). “Bubble plume modeling for lake restoration.” Water Resour. Res., 28(12), 3235–3250.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 141Issue 2February 2015

History

Received: Aug 27, 2013
Accepted: Aug 18, 2014
Published online: Oct 20, 2014
Published in print: Feb 1, 2015
Discussion open until: Mar 20, 2015

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Violaine Dugué, Ph.D. [email protected]
Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland (corresponding author). E-mail: [email protected]
Koen Blanckaert, Ph.D.
Research Center for Eco-Environmental Sciences, State Key Laboratory of Urban and Regional Ecology, Chinese Academy of Sciences, Beijing 100864, China; and Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland.
Qiuwen Chen
Professor, Research Center for Eco-Environmental Sciences, State Key Laboratory of Urban and Regional Ecology, Chinese Academy of Sciences, Beijing 100864, China.
Anton J. Schleiss
Professor, Laboratory of Hydraulic Constructions (LCH), Ecole Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland.

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