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The front runner in roll waves produced by local disturbances

Published online by Cambridge University Press:  14 December 2021

Boyuan Yu
Affiliation:
Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, QC, H3A 0C3, Canada
Vincent H. Chu*
Affiliation:
Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, QC, H3A 0C3, Canada
*
Email address for correspondence: vincent.chu@mcgill.ca

Abstract

Roll waves produced by a local disturbance comprise a group of shock waves with steep fronts. We used a robust and accurate numerical scheme to capture the steep fronts in a shallow-water hydraulic model of the waves. Our simulations of the waves in clear water revealed the existence of a front runner with an exceedingly large amplitude – much greater than those of all other shock waves in the wave group. The trailing waves at the back remained periodic. Waves were produced continuously within the group due to nonlinear instability. The celerity depended on the wave amplitude. Over time, the instability produced an increasing number of shock waves in an ever-expanding wave group. We conducted simulations for three types of local disturbances of very different duration over a range of amplitudes. We interpreted the simulation results for the front runner and the trailing waves, guided by an analytical solution and the laboratory data available for the smaller waves in the trailing end of the wave group.

Type
JFM Papers
Copyright
© The Author(s), 2021. Published by Cambridge University Press

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References

REFERENCES

Balmforth, N.J. & Mandre, S. 2004 Dynamics of roll waves. J. Fluid Mech. 514, 133.CrossRefGoogle Scholar
Brock, R.R. 1967 Development of roll waves in open channels. PhD thesis, California Institute of Technology.Google Scholar
Dressler, R.F. 1949 Mathematical solution of the problem of roll-waves in inclined open channels. Commun. Pure Appl. Maths 2, 149194.CrossRefGoogle Scholar
Hendrick, A.K., Aslam, T.D. & Powers, J.M. 2005 Mapped weighted essentially non-oscillatory schemes: achieving optimal order near critical points. J. Comput. Phys. 15, 147155.Google Scholar
Ivanova, K.A., Gavrilyuk, S.L., Nkonga, B. & Richard, G.L. 2017 Formation and coarsening of roll-waves in shear shallow water flows down an inclined rectangular channel. Comput. Fluids 159, 189203.CrossRefGoogle Scholar
Jeffreys, H. 1925 The flow of water in an inclined channel of rectangular section. Lond. Edinburgh Dublin Phil. Mag. J. Sci. 49, 793807.CrossRefGoogle Scholar
Jiang, G.-S. & Shu, C.-W. 1996 Efficient implementation of weighted ENO schemes. J. Comput. Phys. 126, 202228.CrossRefGoogle Scholar
Liu, K.-F. & Mei, C.C. 1994 Roll waves on a layer of a muddy fluid flowing down a gentle slope—a Bingham model. Phys. Fluids 6, 25772590.CrossRefGoogle Scholar
Meza, C.E. & Balakotaiah, V. 2008 Modeling and experimental studies of large amplitude waves on vertically falling films. Chem. Engng Sci. 63, 47044734.CrossRefGoogle Scholar
Pareschi, L. & Russo, G. 2005 Implicit–explicit Runge–Kutta schemes and applications to hyperbolic systems with relaxation. J. Sci. Comput. 25, 129155.Google Scholar
Que, Y.-T. & Xu, K. 2006 The numerical study of roll-waves in inclined open channels and solitary wave run-up. Intl J. Numer. Meth. Fluids 50, 10031027.CrossRefGoogle Scholar
Richard, G.L. & Gavrilyuk, S.L. 2012 A new model of roll waves: comparison with Brock's experiments. J. Fluid Mech. 698, 374405.CrossRefGoogle Scholar
Stern, F., Wilson, R.V., Coleman, H.W. & Paterson, E.G. 2001 Comprehensive approach to verification and validation of CFD simulations—part 1: methodology and procedures. Trans. ASME J. Fluids Engng 123, 793802.CrossRefGoogle Scholar
Wan, Z. 1982 Bed material movement in hyperconcentrated flow Technical University, Institute of Hydrodynamics and Hydraulic Engineering, Series Paper No. 31.Google Scholar
Zanuttigh, B. & Lamberti, A. 2002 Roll waves simulation using shallow water equations and weighted average flux method. J. Hydraul Res. 40, 610622.CrossRefGoogle Scholar