Dimensions of standing waves at steps in mountain rivers

Water Resources Research

Volumn 42, Issue 3, 2006, Pages

  Comiti, Francesco ^a   Lenzi, Mario A ^a  

^a UNIVERSITY OF PADOVA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CORRELATION METHODS; HYDRAULIC JUMP; HYDRAULICS; HYDRODYNAMICS; MORPHOLOGY; WATER WAVES;

MOUNTAIN RIVERS; STANDING WAVES; WAVE AMPLITUDE; WAVE DIMENSIONS;

RIVERS;

CORRELATION METHODS; HYDRAULIC JUMP; HYDRAULICS; HYDRODYNAMICS; MORPHOLOGY; RIVERS; WATER WAVES;

EID: 33646535429     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2004WR003898     Document Type: Article

References (60)

1. Abrahams, A. D., G. Li, and J. F. Atkinson (1995), Step-pool streams: Adjustment to maximum flow resistance, Water Resour. Res., 31(10), 2593-2602.
2. Andersen, V. M. (1978), Undular hydraulic jump, J. Hydraul. Eng., 104(HY8), 1185-1188.
3. Bateman, A., A. Andreatta, and N. Muñoz (2000), Estudio experimental de la erosión local producida por la presencia de umbrales de fondo en lecho vivo (in Spanish), paper presented at XIX Congreso Latinoamericano de Hidráulica, Córdoba, Argentina.
4. Bathurst, J. C. (1985), Flow resistance estimation in mountain rivers, J. Hydraul. Eng., 111(4), 625-643.
5. Bradley, J. N., and A. J. Peterka (1957), The hydraulic design of stilling basins: Hydraulic jumps on a horizontal apron (Basin I), J. Hydraul. Div. Am. Soc. Civ. Eng., 83, 1-24.
6. Carling, P. A. (1989), Hydrodynamic modes of boulder berm deposition, Geomorphology, 2, 319-340.
7. Carling, P. A. (1995), Flow-separation berms downstream of a hydraulic jump in a bedrock channel, Geomorphology, 11, 245-253.
8. Carling, P. A., and T. Grodek (1994), Indirect estimation of ungauged peak discharges in a bedrock channel with reference to design discharge selection, Hydrol. Processes, 8, 497-511.
9. Chanson, H. (1995), Flow characteristics of undular hydraulic jumps: Comparison with near-critical flows, Rep. CH45/95, 202 pp., Dep. of Civ. Eng., Univ. of Queensland, Brisbane, Australia.
10. Chanson, H. (1996a), Free-surface flows with near-critical flow conditions, Can. J. Civ. Eng., 23, 1272-1284.
11. Chanson, H. (1996b), Comment on "Step-pool streams: Adjustment to maximum flow resistance" by Athol D. Abrahams, Gang Li, and Joseph F. Atkinson, Water Resour. Res., 32(11), 3401-3402.
12. Chanson, H. (2000), Boundary shear stress measurements in undular flows: Application to standing wave bed forms, J. Hydraul. Res., 36(10), 3063-3076.
13. Chanson, H., and J. S. Montes (1995), Characteristics of undular hydraulic jumps: Experimental apparatus and flow patterns, J. Hydraul. Eng., 121(2), 129-144.
14. Chartrand, S. M., and P. J. Whiting (2000), Alluvial architecture in head-water streams with special emphasis on step-pool topography, Earth Surf. Processes Landforms, 25, 583-600.
15. Chin, A. (1999), On the origin of step-pool sequences in mountain streams, Geophys. Res. Lett., 26(2), 231-234.
16. Chow, V. T. (1959), Open Channel Hydraulics, McGraw-Hill, New York.
17. Comiti, F. (2003), Local scouring in natural and artificial step pool systems, Ph.D. thesis, 211 pp., Univ. of Padova, Padua, Italy. (Available at www.tesaf.unipd.it/people/comiti/index.htm.)
18. Comiti, F., A. Andreoli, and M. A. Lenzi (2004a), Influence of local scouring on natural step pool geometry, paper presented at 2nd International Conference on Fluvial Dynamics: River Flow 2004, Int. Assoc. for Hydraul. Res., Naples, Italy, 23-25 June.
19. Comiti, F., A. Andreoli, and M. A. Lenzi (2004b), Dimensions of scour holes and effectiveness of grade-control structures in two cobble-gravel bed rivers, paper presented at 2nd International Conference on Scour and Erosion, Int. Assoc. for Hydraul. Res., Singapore, 14-17 Nov.
20. Comiti, F., A. Andreoli, and M. A. Lenzi (2005), Morphological effects of local scouring in step-pool streams, Earth Surf. Processes Landforms, 30, 1567-1581.
21. Ferro, V. (2002), La Sistemazione dei Bacini Idrografici (in Italian), 700 pp., McGraw-Hill, New York.
22. Garg, S. P., and H. R. Sharma (1971), Efficiency of hydraulic jump, J. Hydraul. Div. Am. Soc. Civ. Eng., 97, 409-420.
23. Gaudio, R., and A. Marion (2003), Time evolution of scouring downstream of bed sills, J. Hydraul. Res., 41(3), 271-284.
24. Grant, G. (1997), Critical flow constrains flow hydraulics in mobile-bed streams: A new hypothesis, Water Resour. Res., 35(2), 349-358.
25. Hager, W. H. (1992), Energy Dissipators and Hydraulic Jumps, Springer, New York.
26. Henderson, F. M. (1970), Open Channel Flow, 522 pp., MacMillan, New York.
27. Hsu, E. Y. (1950), Discussion on "Control of the hydraulic jump by sills" by Forster J. W and R. A. Skrinde, Trans. Am. Soc. Civ. Eng., 115, 988-991.
28. Kennedy, J. F. (1963), The mechanics of dunes and antidunes in erodible-bed channels, J. Fluid Mech., 16(4), 521-544.
29. Keulegan, G. H., and G. W. Patterson (1940), Mathematical theory of irrotational translation waves, J. Res. Natl. Bur. Stand. U. S., 24(1), 47-101.
30. Knighton, D. (1998), Fluvial Forms and Processes: A New Perspective, 383 pp., Arnold, London.
31. Ippen, Y., and D. R. F. Harleman (1954), Verification of theory for oblique standing waves, Proc. Am. Soc. Civ. Eng., 80, 1-17.
32. Lenzi, M. A. (2001), Step-pool evolution in the Rio Cordon, north-eastern Italy, Earth Surf. Processes Landforms, 26, 991-1008.
33. Lenzi, M. A. (2004), Displacement and transport of marked pebbles, cobbles and boulders during floods in a steep mountain stream, Hydrol. Processes, 18, 1899-1914.
34. Lenzi, M. A., and F. Comiti (2003), Local scouring and morphological adjustments in steep channels with check-dam sequences, Geomorphology, 55, 97-109.
35. Lenzi, M. A., A. Marion, F. Comiti, and R. Gaudio (2002), Local scouring in low and high gradient streams at bed sills, J. Hydraul. Res., 40(6), 731-739.
36. Lenzi, M. A., A. Marion, and F. Comiti (2003a), Interference processes on scouring at bed sills, Earth Surf. Processes Landforms, 28, 99-110.
37. Lenzi, M. A., A. Marion, and F. Comiti (2003b), Local scouring at grade-control structures in alluvial mountain rivers, Water Resour. Res., 39(7), 1176, doi:10.1029/2002WR001815.
38. Lenzi, M. A., L. Mao, and F. Comiti (2004), Magnitude-frequency analysis of bed load data in an Alpine boulder bed stream, Water Resour. Res., 40, W07201, doi:10.1029/2003WR002961.
39. Little, W. C., and J. B. Murphey (1982), Model study of low drop grade control structures, J. Hydraul. Div. Am. Soc. Civ. Eng., 108, 1132-1146.
40. MacFarlane, W. A., and E. E. Wohl (2003), Influence of step composition on step geometry and flow resistance in step-pool streams of the Washington Cascades, Water Resour. Res., 39(2), 1037, doi:10.1029/ 2001WR001238.
41. Marion, A., M. A. Lenzi, and F. Comiti (2004), Effect of sediment size grading and sill spacing on scouring at grade-control structures, Earth Surf. Processes Landforms, 29, 983-993.
42. Montes, J. S. (1986), A study of the undular jump profile, paper presented at 9th Australasian Fluid Mechanics Conference, Univ. of Auckland, Auckland, New Zealand.
43. Moore, W. L. (1943), Energy loss at the base of free overfall, Trans. Am. Soc. Civ. Eng., 108, 1343-1360.
44. Moore, W. L., and C. W. Morgan (1959), Hydraulic jump at an abrupt drop, Trans. Am. Soc. Civ. Eng., 123, 507-516.
45. Mossa, M. (1999), On the oscillating characteristics of hydraulic jumps, J. Hydraul. Res., 37(4), 541-558.
46. Nott, J., and D. Price (1994), Plunge pools and paleoprecitation, Geology, 22, 1047-1050.
47. Ohtsu, I., Y. Yasuda, and H. Gotoh (1995), Characteristics of undular hydraulic jumps in rectangular channels, paper presented at 26th IAHR Congress, Int. Assoc. for Hydraul. Res., London.
48. Ohtsu, I., Y. Yasuda, and H. Gotoh (2001), Hydraulic condition for undular jump formations, J. Hydraul. Res, 39(2), 203-209.
49. Peterson, D. F., and P. K. Mohanty (1960), Flume studies of flow in steep, rough channels, J. Hydraul. Div. Am. Soc. Civ. Eng., 86, 55-76.
50. Rajaratnam, N. (1990), Skimming flow in stepped spillways, J. Hydraul. Div. Am. Soc. Civ. Eng., 116, 587-591.
51. Rajaratnam, N., and M. R. Chamani (1995), Energy loss at drops, J. Hydraul. Res., 33(3), 373-384,
52. Rajaratnam, N., and N. V. Ortiz (1977), Hydraulic jumps and waves at abrupt drops, J. Hydraul. Div. Am. Soc. Civ. Eng., 103, 381-394.
53. Reinauer, R., and W. H. Hager (1995), Non-breaking undular hydraulic jumps, J. Hydraul. Res., 33(5), 1-16.
54. Solari, L. (2004), Scour induced by hydraulic jump, paper presented at 2nd International Conference on Scour and Erosion, Int. Assoc. for Hydraul. Res., Singapore, 14-17 Nov.
55. Tinkler, K. J. (1997a), Critical flow in rockbed streams with estimated values for Manning's n, Geomorphology, 20, 147-164.
56. Tinkler, K. J. (1997b), Indirect velocity measurements from standing waves in rockbed rivers, J. Hydraul. Div. Am. Soc. Civ. Eng., 123, 918-921.
57. Whittaker, J. G., and M. N. R. Jaeggi (1982), Origin of step pool system in mountain streams, J. Hydraul. Div. Am. Soc. Civ. Eng., 108, 758-773.
58. Wohl, E. E., and D. M. Thompson (2000), Velocity characteristics along a small step-pool channel, Earth Surf. Processes Landforms, 25, 353-367.
59. Wu, S., and N. Rajaratnam (1998), Impinging jet and surface flow regimes at drops, J. Hydraul. Res., 36(1), 69-74.
60. Zienkiewicz, O. C., and J. A. Sandover (1957), The undular surge wave, paper presented at 7th IAHR Congress, Int. Assoc. for Hydraul. Res., Lisbon.