Hostname: page-component-586b7cd67f-t7czq Total loading time: 0 Render date: 2024-11-26T06:49:33.175Z Has data issue: false hasContentIssue false

Bounded dam-break flows with tailwaters

Published online by Cambridge University Press:  27 September 2011

Alexander J. N. Goater
Affiliation:
Centre for Environmental and Geophysical Flows, School of Mathematics, University of Bristol, University Walk, Bristol BS8 1TW, UK
Andrew J. Hogg*
Affiliation:
Centre for Environmental and Geophysical Flows, School of Mathematics, University of Bristol, University Walk, Bristol BS8 1TW, UK
*
Email address for correspondence: [email protected]

Abstract

The gravitationally driven collapse of a reservoir into an initially stationary layer of fluid, termed the tailwater, is studied using the nonlinear shallow water equations. The motion is tackled using the hodograph transformation of the governing equation which allows the solutions for velocity and depth of the shallow flowing layer to be constructed by analytical techniques. The front of the flow emerges as a bore across which the depth of the fluid jumps discontinuously to the tailwater depth. The speed of the front is initially constant, but progressively slows once the finite extent of the reservoir begins to influence the motion. There then emerges a variety of phenomena depending upon the depth of the tailwater relative to the initial depth of the reservoir. Provided that the tailwater is sufficiently deep, a region of quiescent fluid emerges adjacent to the rear wall of the reservoir, followed by a region within which the velocity is negative. Also it is shown that for non-vanishing tailwater depths, continuous solutions for the velocity and height of the flowing layer breakdown after a sufficient period and develop an interior bore, the location and time of inception of which are calculated directly from quasi-analytical solutions.

Type
Papers
Copyright
Copyright © Cambridge University Press 2011

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

1. Ancey, C., Iverson, R. M., Rentschler, M. & Denlinger, R. P. 2008 An exact solution for ideal dam-break floods on steep slopes. Water Resour. Res. 44 (1).CrossRefGoogle Scholar
2. Antuono, M. & Hogg, A. J. 2009 Run-up and backwash bore formation from dam-break flow on an inclined plane. J. Fluid Mech. 640, 151164.CrossRefGoogle Scholar
3. Antuono, M., Hogg, A. J. & Brocchini, M. 2009 The early stages of shallow flows in an inclined flume. J. Fluid Mech. 633, 285309.CrossRefGoogle Scholar
4. Arfken, G. B. & Weber, H. J. 1995 Mathematical Methods for Physicists, 4th edn. Academic.Google Scholar
5. Carrier, G. F. & Greenspan, H. P. 1957 Water waves of finite amplitude on a sloping beach. J. Fluid Mech. 4, 97109.CrossRefGoogle Scholar
6. Carrier, G. F., Wu, T. T. & Yeh, H. 2003 Tsunami run-up and draw-down on a plane beach. J. Fluid Mech. 475, 7999.CrossRefGoogle Scholar
7. Dressler, R. F. 1958 Unsteady nonlinear waves in sloping channels. Proc. R. Soc. Lond. Ser. A 186198.Google Scholar
8. Enserink, M. 2010 After red mud flood, scientists try to halt wave of fear and rumors. Science 330 (6003), 432.CrossRefGoogle ScholarPubMed
9. Favre, H. 1935 Etude Théorique et Expérimentale des Ondes de Translation dans les Canaux Découverts (Theoretical and Experimental Study of Travelling Surges in Open Channels). Dunod, (in French).Google Scholar
10. Garabedian, P. R. 1986 Partial Differential Equations. Chelsea Publishing.Google Scholar
11. He, X. Y., Wang, Z. Y. & Huang, J. C. 2008 Temporal and spatial distribution of dam failure events in China. Intl J. Sedim. Res. 23 (4), 398405.CrossRefGoogle Scholar
12. Hogg, A. J. 2006 Lock-release gravity currents and dam-break flows. J. Fluid Mech. 569, 6187.CrossRefGoogle Scholar
13. Hogg, A. J., Baldock, T. E. & Pritchard, D. 2010 Overtopping a truncated planar beach. J. Fluid Mech. 133.Google Scholar
14. Jánosi, I. M., Jan, D., Szabó, K. G. & Tél, T. 2004 Turbulent drag reduction in dam-break flows. Exp. Fluids 37 (2), 219229.CrossRefGoogle Scholar
15. Kerswell, R. R. 2005 Dam break with Coulomb friction: a model for granular slumping? Phys. Fluids 17, 057101.CrossRefGoogle Scholar
16. Leal, J. G. A. B., Ferreira, R. M. L. & Cardoso, A. H. 2006 Dam-break wave-front celerity. J. Hydraul. Engng 132, 69.CrossRefGoogle Scholar
17. Macchione, F. & Morelli, M. A. 2003 Practical aspects in comparing shock-capturing schemes for dam break problems. J. Hydraul. Engng 129, 187.CrossRefGoogle Scholar
18. Peregrine, D. H. 1966 Calculations of the development of an undular bore. J. Fluid Mech. 25 (02), 321330.CrossRefGoogle Scholar
19. Peregrine, D. H. 1971 Equations for water waves and the approximation behind them. In Waves on Beaches and Resulting Sediment Transport: Proceedings of an Advanced Seminar Conducted by the Mathematics Research Center, the University of Wisconsin, and the Coastal Engineering Research Center, US Army, Madison, WI, 11–13 October 1971, p. 95. Academic.Google Scholar
20. Pritchard, D., Guard, P. A. & Baldock, T. E. 2008 An analytical model for bore-driven run-up. J. Fluid Mech. 610, 183193.CrossRefGoogle Scholar
21. Ritter, A. 1892 Die fortpflanzung der wasserwellen. Z. Verein. Deutsch. Ing. 36 (2), 33.Google Scholar
22. Shigematsu, T., Liu, P. L. F. & Oda, K. 2004 Numerical modeling of the initial stages of dam-break waves. J. Hydraul. Res. 42 (2), 183195.CrossRefGoogle Scholar
23. Soares Frazao, S. & Zech, Y. 2002 Undular bores and secondary waves-experiments and hybrid finite-volume modelling. J. Hydraul. Res. 40 (1), 3343.CrossRefGoogle Scholar
24. Stansby, P. K., Chegini, A. & Barnes, T. C. D. 1998 The initial stages of dam-break flow. J. Fluid Mech. 374 (1), 407424.CrossRefGoogle Scholar
25. Stoker, J. J. 1957 Water Waves. Wiley.Google Scholar
26. Treske, A. 1994 Undular bores (favre-waves) in open channels-experimental studies. J. Hydraul. Res. 32 (3), 355370.CrossRefGoogle Scholar
27. Valiani, A., Caleffi, V. & Zanni, A. 2002 Case study: Malpasset dam-break simulation using a two-dimensional finite volume method. J. Hydraul. Engng 128, 460.CrossRefGoogle Scholar
28. Whitham, G. B. 1974 Linear and Nonlinear Waves. Wiley.Google Scholar
29. Yochum, S. E., Goertz, L. A. & Jones, P. H. 2008 Case study of the big bay dam failure: accuracy and comparison of breach predictions. J. Hydraul. Engng 134, 1285.CrossRefGoogle Scholar