Formation of a jump by the dam-break wave over a granular bed

Journal of Fluid Mechanics

Volumn 372, Issue , 1998, Pages 165-187

  Capart, H ^a   Young, D L ^b  

^a UNIVERSITÉ CATHOLIQUE DE LOUVAIN   (Belgium)

^b NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

DAMS; SEDIMENT TRANSPORT; SHOCK WAVES; UNSTEADY FLOW;

DAM BREAK WAVE; GRANULAR BED;

TWO PHASE FLOW;

EID: 0032183102     PISSN: 00221120     EISSN: None     Source Type: Journal    
DOI: 10.1017/S0022112098002250     Document Type: Article

References (58)

1. ABBOTT, M. B. 1979 Computational Hydraulics, Elements of the Theory of Free Surface Flows. Pitman.
2. ADRIAENS, F. & RILLAER, L. VAN 1996 The feasibility of two-dimensional particle tracking velocimetry for the study of vertical sediment transport in a turbulent free surface flow. B. Eng. Thesis, Technische Universiteit Delft, The Netherlands.
3. ADRIAN, R. J. 1991 Particle-imaging techniques for experimental fluid mechanics. Ann. Rev. Fluid Mech. 23, 261-304.
4. ASANO, T. 1995 Sediment transport under sheet-flow conditions. J. Waterway Port Coast. Ocean Engng 121, 239-246.
5. BAGNOLD, R. A. 1954 Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear. Proc. R. Soc. Lond. A 225, 49-63.
6. BAGNOLD. R. A. 1956 The flow of cohesionless grains in fluids. Phil. Trans. R. Soc. Lond. A 249, 235-297.
7. BAUER, E. G.. HOUDAYER, G. R. & SUREAU, H. M. 1976 A non-equilibrium axial flow model in application to loss-of-coolant accident analysis. OECD/NEA Specialist Meeting on Transient Two-phase Flow, Toronto, Canada.
8. BENJAMIN, T. B. & LIGHTHILL, M. J. 1954 On cnoidal waves and bores. Proc. R. Soc. Lond. A 224, 448-460.
9. BRASCHI, G. & GALLATI, M. 1992 A conservative flux prediction algorithm for the explicit computation of transcritical flow in natural streams. In Hydraulic Engineering Software IV: Fluid Flow Modelling (ed. W. R. Blain & E. Cabrera), pp. 381-394. Computational Mechanics Publications & Elsevier.
10. CONCERTED ACTION ON DAM-BREAK MODELLING (CADAM) 1998 First Meeting of the European Concerted Action on Dam-break Modelling. Wallingford, UK, March 1998. Proceedings to be published.
11. CAMPBELL, C. S. 1990 Rapid granular flows. Ann. Rev: Fluid Mech. 22, 57-92.
12. CAPART, H. 1996 Non-equilibrium sediment transport under shallow-water waves. MSc Thesis, National Taiwan University. Taipei, Taiwan.
13. CAPART. H., LIU, H. H., VAN CROMBRUGGHE, X. & YOUNG, D. L. 1997 Digital imaging characterization of the kinematics of water-sediment interaction. Water Air Soil Pollut. 99, 173-177.
14. CAPART, H., SILLEN, X. & ZECH, Y. 1997 Numerical and experimental water transients in sewer pipes. J. Hydr. Res. 35. 659-672.
15. CAPART, H. & YOUNG, D. L. 1997 Validation of digital imaging measurements of high-intensity sediment transport. In Proc. Ninth Intl Conf. on Transport and Sedimentation of Solid Particles (ed. J. Sobota), pp. 265-276. Publ. Univ. of Agriculture. Wrocław, Poland.
16. DEDEURWAERDERE, T., CASAS-VAZQUEZ, J., JOU, D. & LEBON, G. 1996 Foundations and applications of a mesoscopic thermodynamic theory of fast phenomena. Phys. Rev. E 53, 498-506.
17. DICK, J. E. & SLEATH, J. F. A. 1991 Velocities and concentrations in oscillatory flow over beds of sediment. J. Fluid Mech. 233, 165-196.
18. DRESSLER, R. F. 1952 Hydraulic resistance effect upon the dam-break functions. Nat. Bur. Stand. J. Res. 49, 217-225.
19. DRESSLER, R. F. 1954 Comparison of theories and experiments for the hydraulic dambreak wave. In Assemblée Générale de Rome, vol. 3, pp. 319-328. Intl Assoc. of Hydrology.
20. EINSTEIN, A. 1920 Uber Schallschwingungen in teilweise dissoziierten Gasen. Sitzung Berl. Akad. Physik Chemie 380.
21. EINSTEIN, H. A. 1950 The bed-load function for sediment transportation in open-channels. US Dept. of Agriculture Tech. Bull. 1026.
22. FERNANDEZ-LUQUE, R. & BEEK, R. VAN 1976 Erosion and transport of bedload sediment J. Hydr. Res. 14, 127-144.
23. FODA, M. A., HILL. D. F., DENEALE, P. L. & HUANG, C. M. 1997 Fluidization response of sediment bed to rapidly falling water surface. J. Waterway Port Coast. Ocean Engng 123, 261-265.
24. FREDSØE, J. & DEIGAARD, R. 1992 Mechanics of Coastal Sediment Transport. World Scientific.
25. HARTEN, A., LAX, P. & LEER, A. VAN 1983 On upstream differencing and Godunov-type schemes for hyperbolic conservation laws. SIAM Rev. 25, 35-61.
26. HAVNØ, K. 1995 Danish Hydraulic Institute research and consultancy in the field of river sediment transport. Seminar presentation, Taipei, October 3, 1995.
27. HIRANO, M. & IWAMOTO, M. 1981 Experimental study on the front of debris flow. Shin-Sabo 121, 1-7 (in Japanese).
28. HUTTER, K., SVENDSEN, B. & RICKENMANN, D. 1996 Debris flow modeling: A review. Continuum Mech. Thermodyn. 8, 1-35.
29. JÄHNE, B. 1991 Digital Image Processing. Springer.
30. JAIN, R., KASTURI, R. & SCHUNCK, B. G. 1995 Machine Vision. McGraw-Hill.
31. KEVORKIAN, J. 1990 Partial Differential Equations: Analytical Solutions Techniques. Wadsworth & Brooks/Cole.
32. KOENDERS, M. A. 1997 A first order constitutive model for a particulate suspension of spherical particles. Acta Mech. 122, 1-19.
33. LAX, P. D. 1954 Weak solutions of nonlinear hyperbolic equations and their numerical computation. Commun. Pure Appl. Maths 7, 159-193.
34. LEE, H. Y. & HSU, I. S. 1994 Investigation of saltating particle motions. J. Hydr. Engng 120, 831-845.
35. LIGGETT, J. A. 1994 Fluid Mechanics. McGraw-Hill.
36. LIN, J. C. & ROCKWELL, D. 1995 Evolution of a quasi-steady breaking wave. J. Fluid Mech. 302, 29-44.
37. LONGUET-HIGGINS, M. S. 1992 Capillary rollers and bores. J. Fluid Mech. 240, 659-679.
38. NAKAGAWA, H., TSUJIMOTO, T. & GOTOH, H. 1992 Stochastic simulation of bed-load transport under oscillation-current coexisting flow. In Proc. Sixth Intl Symp. on Stochastic Hydraulics (ed. J. T. Kuo & G. F. Lin), pp. 197-204. Dept of Civil Engng, National Taiwan University.
39. NAKAGAWA, H., TSUJIMOTO, T. & MIYAMOTO, H. 1978 16mm film analysis of characteristic quantities of bed load transport. Kyoto University, Disaster Prevention Research Institute. Annuals 20b, 355-370 (in Japanese).
40. NNADI, F. N. & WILSON, K. C. 1992 Motion of contact-load particles at high shear stress. J. Hydr. Engng 118, 1670-1684.
41. PEREGRINE, D. H. 1966 Calculations of the development of an undular bore. J. Fluid Mech. 25, 321-330.
42. PHILLIPS, B. C. & SUTHERLAND, A. J. 1989 Spatial lag effects in bed load sediment transport. J. Hydr. Res. 27, 115 133.
43. REIF, F. 1965 Fundamentals of Statistical and Thermal Physics. McGraw-Hill.
44. RIBBERINK, J. S. & AL-SALEM, A. 1990 Bedforms, sediment concentration and sediment transport in simulated wave conditions. In Proc. 22nd Intl Coastal Engng Conf. (ed. B. L. Edge), pp. 2318-2331. ASCE.
45. STEFFLFR, P. M. & JIN, Y. 1993 Depth averaged and moment equations for moderately shallow free surface flow. J. Hydr. Res. 31, 5-17.
46. STOKER, J. J. 1948 Formation of breakers and bores. Commun. Pure Appl. Maths 1, 1-87.
47. STOKER, J. J. 1957 Water Waves. Interscience.
48. SUMFR, B. M., KOZAKIEWICZ, A., FREDSØE, J. & DEIGAARD, R. 1996 Velocity and concentration profiles in sheet-flow layer of movable bed. J. Hydr. Engng 122, 549-558.
49. SUWA, H. 1988 Focusing mechanisms of large boulders to a debris-flow front. Trans. Japanese Geomorphological Union 9, 151-178.
50. TAKAHASHI, T. 1991 Debris flow. IAHR & Balkema.
51. TAKAHASHI, T. & NAKAGAWA, H. 1994 Flood/debris flow hydrograph due to collapse of a natural dam by overtopping. J. Hydrosc. Hydr. Engng 12, 41-49.
52. TSUBAKI, T. & SAITO, T. 1967 Regime criteria for sand waves in erodible bed channels. Kyushu University, Faculty of Engineering, Annuals 40, 741-748 (in Japanese).
53. US DEPARTMENT OF THE INTERIOR, BUREAU OF RECLAMATION 1996 Glen Canyon Dam beach/habitat-building test flow. Draft Environmental Assessment and Draft Finding of No Significant Impact.
54. VISSER, P. J., VRIJLING, J. K. & VERHAGEN, H. J. 1990 A field experiment on breach growth in sand-dikes. In Proc. 22nd Intl Coastal Engng Conf. (ed. B. L. Edge), pp. 2087-2100. ASCE.
55. WAYTHOMAS, C. F., WALDER, J. S., MCGIMSEY, R. G. & NEAL, C. A. 1996 A catastrophic flood caused by drainage of a caldera lake at Aniakchak Volcano, Alaska, and implications for volcanic hazards assessment. Geol. Soc. Am. Bull. 108, 861-871.
56. WHITHAM, G. B. 1974 Linear and Nonlinear Waves. Wiley.
57. WILSON, K. C. 1987 Analysis of bed-load motion at high shear stress. J. Hydr. Engng 113, 97-103.
58. YALIN, M. S. 1972 Mechanics of Sediment Transport. Pergamon.