Skip to main content
Have a personal or library account? Click to login
Predictive Capability of Bedload Equations Using Flume Data Cover

Predictive Capability of Bedload Equations Using Flume Data

By: ,   and    
Open Access
|Mar 2012

References

  1. ABRAHAMS A. D., GAO P., 2006: A bed-lod transport model for rough turbulent open-channel flows on plane beds. Earth Surface Processes and Landforms,, 910-928.
  2. ACKERS P., WHITE W. R., 1973: Sediment transport: A new approach and analysis. J. Hydraul. Div. ASCE,, 11, 2041-2060.
  3. ALMEDEIJ J. H., DIPLAS P., 2003: Bedload transport in gravelbed streams with unimodal sediment. J. Hydraul. Eng.,, 896-904.
  4. ASHIDA K., MICHIUE M., 1972: Study on hydraulic resistance and bedload transport rate in alluvial streams. Transactions, Japan Society of Civil Engineering,, 59-64.
  5. ASHMORE P. E., 1988: Bedload transport in braided gravel bed stream models. Earth Surface Processes and Landforms,, 677-695.
  6. BAGNOLD R. A., 1956: The flow of cohesionless grains in fluids. Philos. Trans. R. Soc. London, Ser. A, 249, 235-297.
  7. BAGNOLD R. A., 1966: An approach to the sediment transport problem from general physics. US Geological Survey Professional Paper 422-I.
  8. BATHURST, J. C., GRAF W. H., CAO H. H., 1987: Bed load discharge equations for steep mountain rivers, in Sediment Transport in Gravel Bed Rivers, edited by C. R. Thorne, J. C. Bathurst, and R. D. Hey, pp. 453-491, John Wiley, New York.
  9. BHATTACHARYA B., PRICE R. K., SOLOMATINE D. P., 2007: A machine learning approach to modeling sediment transport. ASCE J. of Hydraulic Engineering,, 4, 440-450.
  10. BEVEN, K. J. 2001: Rainfall-Runoff Modelling: The Primer. West Sussex, U. K.: John Wiley and Sons.
  11. BRAVO - ESPINOSA M., OSTERKAMP W. R., LOPES V. L., 2003: Bedload transport in alluvial channels. J. Hydraul. Eng.,, 783-795.
  12. BROWN C. B., 1950: Sediment transportation. Engineering Hydraulics, H. Rouse, New York, Wiley, 769-857.
  13. CAMENEN B., BAYRAM A., LARSON M., 2006: Equivalent roughness height for plane bed under steady flow. J. Hydraul. Engng.,, 11, 1146-1158.
  14. CHANG F. M., SIMONS D. B., RICHARDSON E. V., 1967: Total bed material discharge in alluvial channels. Proc. 20Con. of the Int. Assoc. for Hydraulic Res., Fort Collins, Colorado, USA.
  15. CHEN L., STONE M. C., 2008: Influence of bed material size heterogeneity on bedload transport uncertainty. Water Resour. Res.,, W01405.
  16. DU BOYS M. P., 1879: Le Rhone et les Rivieres a Lit affouillable. Mem. Doc., Ann. Pont et Chaussees, ser. 5, 18.
  17. EINSTEIN H. A., 1942: Formulas for the transportation of bedload. Trans. Am. Soc. Civil Engrs., 107.
  18. EINSTEIN H. A., 1950: The bed-load function for sediment transportation in open-channel flows. U. S. Department of Agriculture, Soil Conservation Service, Technical Bull., No. 1026.
  19. ENGELUND F., HANSEN E., 1967: A monograph on sediment transport in alluvial streams. Technical University of Denmark, T. Forlag, editor, 62.
  20. ENGELUND F., FREDSOE J., 1976: A sediment transport model for straight alluvial channels. Nordic Hydrol., 7, 294-298.
  21. FANG D., 1998: Book review of: Sediment Transport Theory and Practice by C. T. Yang. Int. J. Sed. Res., 13, 74-83.
  22. FERNANDEZ L. R., BEEK V. R., 1976: Erosion and transport of bedload sediment. J. Hydraulic Res.,, 2, 127-144.
  23. FREDSOE J., DEIGAARD R., 1992: Mechanics of coastal sediment transport. World Scientific, River Edge, N. J, 369.
  24. GARDE R. J., 2005: River Morphology. New Age International (P) Limited Publications, India.
  25. GILL M. A., 1972: Erosion of sand beds around spur dikes. J. Hyd. Eng. Div. ASCE,, 9, 1587-1602.
  26. GOMEZ B., CHURCH M., 1989: An assessment of bed load transport formulae for gravel bed rivers. Water Resour. Res.,, 6, 1161-1186.
  27. GOODWIN P., 2004: Analytical solutions for estimating effective discharge. J. Hydraul. Eng.,, 8, 729-738.
  28. GRAF W. H., 1998: Hydraulics of Sediment Transport. Water Resources Publications, Third Printing, 123-159.
  29. GRAF W. H., SUSZKA L., 1987: Sediment transport in steep channels. J. of Hydrosciences and Hydraulic Engineering,, 1, 11-26.
  30. JULIEN P. Y., 1995: Erosion and sedimentation. Cambridge University Press, 280.
  31. JULIEN P. Y., 2002: River Mechanics. Cambridge University Press, 434.
  32. LEGATES D. R., MCCABE JR., G. J., 1999: Evaluating the use of "goodness-of-fit" measures in hydrologic and hydroclimatic model validation. Water Resour. Res.,, 1, 233-241.
  33. LEOPOLD L. B., 1994: A view of the river. Harvard University Press, Cambridge, Mass.
  34. LOW H. S., 1989: Effect of sediment density on bed-load transport. J. Hydraul. Engng., 115, 124-138.
  35. MADSEN O. S., 1991: Mechanics of Cohesionless Sediment Transport in Coastal Waters. Proc. Coastal Sediments. ASCE, New York, USA, 15-27.
  36. MAHMOOD K., 1980: Verification of sediment transport functionsn - Missouri River. Missouri River Div. Sediment Ser. Rep. No. 19, U. S. Army Corps of Engineers, Omaha, Neb.
  37. MEYER-PETER E., FAVRE H., EINSTEIN A., 1934: New experimental results on the transport of debris. (In German.) Schweizer Bauzeitung,, 13, 147-150.
  38. MEYER-PETER E., MULLER R., 1948: Formulas for Bed-Load Transport. 2nd Conference IAHR Congress, Int'l. Assoc. for Hydraul. Res., Stockholm, 39-64.
  39. MILHOUS R. T., 1973: Sediment transport in a gravelbottomed stream. [Ph.D. dissertation.] Dep. of Civ. Eng., Oreg. State Univ., Corvallis, 232.
  40. NASH, J. E., SUTCLIFFE, J. V., 1970: River flow forecasting through conceptual models, Part I. A discussion of principles, J. Hydrol., 10, 282-290.
  41. NELSON J. M., 1988: Mechanics of flow and sediment transport over nonuniform erodible beds. [Ph.D. dissertation.] University of Washington, Geophysics Program.
  42. NINO Y., GARCIA M. H., 1994: Gravel saltation-2, Modeling. Water Resour. Res.,, 6, 1915-1924.
  43. PAINTAL A. S., 1971: Concept of critical shear stress in loose boundary open channel. J. Hydraul. Div., ASCE, New York, USA, 112, 8.
  44. PAPHITIS D., 2001: Sediment movement under unidirectional flows: an assessment of empirical threshold curves. Coas. Eng.,, 227-245.
  45. PARKER G., 1979: Hydraulic geometry of active gravel rivers. J. Hydraul. Engng.,, 9, 1185-1201.
  46. PARKER G., 1990a: Surface-based bedload transport relation for gravel rivers. J. Hydraul. Res.,, 417-436.
  47. PARKER G., 1990b: The ACRONYM series of PSACAL programs for computing bedload transport in gravel rivers. External Memorandum M-220, St. Anthony Falls Laboratory, University of Minnesota, 124.
  48. PARKER G., KLINGEMAN P. C., MCLEAN D. G., 1982: Bedload and size distribution in paved gravel-bed streams. J. Hydraul. Div., 108, 544-571.
  49. PICA M., 1972: Su alcuni aspetti del trasporto solido in alvei torrentizi. L'Energia Elettrica, 8, 497-508.
  50. RECKING A., 2006: An Experimental Study of Grain sorting effects on Bedload. [Ph.D. Thesis.] French engineering university - INSA Lyon.
  51. RECKING A., 2009: Theoretical development on the effects of changing flow hydraulicson incipient bed load motion. Water Resour. Res., W04401, 45, 1-16.
  52. RECKING A., 2010: A comparison between flume and field bedload transport data and consequences for surface-based bedload transport prediction. Water Resour. Res., W03518, 46, 1-16.
  53. REID L. M., DUNNE T., 1996: Rapid evaluation of sediment budgets. Cremlingen, Catena, 164.
  54. REID I., POWELL D. M., LARONNE J. B., 1996: Prediction of bed load transport by desert flash-floods. J. Hydraul. Eng.,, 3, 170-173.
  55. RIBBERINK J. S., 1998: Bed load transport for steady and unsteady oscillatory flow. Coastal Engng., 34, 59-82.
  56. ROTTNER J., 1959: A formula for bed load transportation. La Houille Blanche,, 3, 285-307.
  57. SHEILDS A., 1936: Anwendung der Ahnlichkeitsmechanik und Turbulenz-forschung auf Geschiebebewegung. Mitteilungen der Preuss. Versuchsanst. f. Wasserbau u. Schiffbau, Heft, Berlin, 26.
  58. SOULSBY R. L., 1997: Dynamics of Marine Sands. A Manual for Practical Applications. Thomas Telford, London, UK.
  59. VAN RIJN L. C., 1984: Sediment Transport, Part I-Bed Load Transport. J. Hydraul. Engng.,, 10, 1431-1456.
  60. VAN RIJN L. C., 1993: Principles of sediment transport in rivers, estuaries and coastal seas. Aqua Publications, Amsterdam, the Netherlands.
  61. WIBERG P., SMITH J. D., 1989: Calculation of the critical Shear stress for motion of uniform and heterogeneous sediments. Water Resour. Res.,, 8, 1471-1480.
  62. WILCOCK P. R., 2001: Toward a practical method for estimating sediment-transport rates in gravel-bed rivers. Earth Surf Process Land, 26, 1395-1408.
  63. WILCOCK P. R., CROWE J. C., 2003: Surface-based transport model for mixed-size sediment. J. Hydraul. Engng.,, 2, 120-128.
  64. WILLMOT C. J., 1981: On the validation of models. Physical Geography, 2, 184-194.
  65. WILSON K. C., 1966: Bed load transport at high shear stress. J. Hydraul. Div., ASCE, 6, 92.
  66. WONG M., PARKER G., 2006: Re-analysis and correction of bed load relation of Meyer-Peter and Muller using their own database. J. Hydraul. Engng., Submitted, 132, 1159-1168.
  67. YALIN M. S. 1963: An expression for bed-load transportation. J. Hydraul. Engng., ASCE,, 3, 221-250.
  68. YALIN M. S., 1977: Mechanics of Sediment Transport. 2nd edn., Pergamon Press, Oxford, UK.
  69. YANG C. T., 1996: Sediment Transport: Theory and Practice. McGraw-Hill Series in Water Resources and Environmental Engineering, ISBN 0-07-114882-5, Singapore.
DOI: https://doi.org/10.2478/v10098-012-0004-5 | Journal eISSN: 1338-4333 (formerly 0042-790X) | Journal ISSN: 0042-790X
Language: English, Slovak
Page range: 45 - 56
Published on: Mar 6, 2012
Published by: Slovak Academy of Sciences, Institute of Hydrology
In partnership with: Paradigm Publishing Services

© 2012 S. Talukdar, Bimlesh Kumar, S. Dutta, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons License.