Critical tractive stress of nonuniform sediments

Journal of Hydraulic Research

Volumn 37, Issue 1, 1999, Pages 39-58

  Patel, P L ^a   Ranga Raju, K G ^b  

^a Border Roads Organisation   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

Author keywords

[No Author keywords available]

Indexed keywords

HYDRAULICS; STRESS ANALYSIS;

CRITICAL TRACTIVE STRESS;

SEDIMENT TRANSPORT;

EID: 0032639735     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221689909498531     Document Type: Article

References (24)

1. ASHIDA, K., and MICHIUE, M. (1971), An investigation of river bed degradation downstream of a dam, Proc. of 14th IAHR Congress, Vol. 3, International Association for Hydraulic Research, Paris, pp. C30-1-C30-9.
2. BRIDGE, J.S. and BENNETT, S.J. (1992), A model for the entrainment and transport of sediment grains of mixed sizes, shapes and densities, Water Resources Research, Vol. 28, No. 2, pp. 337-363.
3. DHAMOTHARAN, S., WOOD, A., PARKER, G. and STEFAN, H. (1980), Bed load transport in a model gravel stream, Project Report 190, St. Anthony Falls Hydraulic Lab., Univ. of Minnesota, Minneapolis.
4. EGIAZAROFF, I.V. (1965). Calculation of nonuniform sediment concentrations, J. Hydr. Div., ASCE, Vol. 94, No. 4, pp. 225-247.
5. GARDE, R.J. and RANGA RAJU, K.G. (1985), Mechanics of sediment transportation and alluvial stream problems, Second edition, Wiley Eastern Limited, New Delhi, India.
6. HAYASHI, T., OZAKI, S. and ICHIBASHI, T. (1980), Study of bed load transport of sediment mixture, Proc. of 24th Japanese Conference onm Hydraulics, pp. 35-43.
7. INPASIHARDJO, K. (1991), Bed load transport of nonuniform size sediments in mountain rivers, Ph.D. Thesis submitted in fulfilment of the requirement for the degree of Doctor of Philosophy, University of Newcastle Upon Tyne, U.K.
8. KUHNLE, R.A. (1994), Incipient motion of sand-gravel sediment mixtures, J. Hydr. Engg., ASCE, Vol. 119, No. 12, pp. 1400-1415.
9. MILHOUS, R.T. (1973), Sediment transport in a gravel-bottomed stream, Ph.D. Thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy, Oregon State University, Corvallis.
10. MILLER, M.C., MCCAVE, I.N. and KOMAR, P.D. (1977), Threshold of sediment motion under unidirectional currents, Sedimentology, Vol. 24, pp. 507-527.
11. MISRI, R.L. (1981), Partial bed load transport of coarse nonuniform sediment, Ph.D. Thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy, University of Roorkee, Roorkee, India.
12. NAKAGAWA, H., TSUJIMOTO, T. and NAKANO, S. (1982), Characteristics of sediment motion for respective grain sizes of sand mixtures, Bulletin of the Disaster Prevention Research Institute, Kyoto University, 32(1), No. 286, pp. 1-32.
13. PARKER, G., KLINGEMAN, P.C. and MCLEAN, D.G. (1982), Bed load and size distribution in paved gravel-bed streams, J. Hydr. Div., ASCE, Vol. 108, No. 4, pp. 544-571.
14. PARKER, G. and KLINGEMAN, P.C. (1982), On why gravel bed streams are paved, Water Resources Research, Vol. 18, No. 5, pp. 1409-1423.
15. PATEL, P.L. (1995), Initiation of motion and bed load transport of nonuniform sediments, Ph.D. Thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy, University of Roorkee, Roorkee, India.
16. PATEL, P.L. and RANGA RAJU, K.G. (1996), Fractionwise calculation of bed load transport, J. Hydraulic Research, Vol. 34, No. 3, pp. 363-379.
17. RAKOCZI, L. (1975), Influence of grain-size composition on the incipient motion and selfpavement of bed materials, Proc. of 26th IAHR Congress, 2, International Association for Hydraulic Research Sao Paulo, Brazil, pp. 150-157.
18. SAMAGA, B.R., RANGA RAJU, K.G. and GARDE, R.J. (1986), Bed load transport of sediment mixtures. J. Hydr. Engg., ASCE, Vol. 112, No. 11, pp. 1003-1017.
19. WHITE, W.R. and DAY, T.J. (1982). Transport of graded gravel bed material, Gravel-bed rivers, R.D. Hey, J.C. Bathurst and C.R. Throne, eds., John Wiley and Sons, London, U.K.
20. WIBERG, P.L. and SMITH, J.D. (1987), Calculations of the critical shear stress for motion of uniform and heterogeneous sediments, Water Resources Research, Vol. 23, No. 8, pp. 1471-1480.
21. WILCOCK, P.R. (1988), Methods for estimating the critical shear stress of individual fractions in mixed-size sediment, Water Resources Research, Vol. 24, No. 7, pp. 1127-1135.
22. WILCOCK, P.R. (1993), Critical shear stress of natural sediments, J. Hydr. Engrg., ASCE, Vol. 119, No. 4, pp. 491-505.
23. WILCOCK, P.R. (1992), Experimental investigation of effect of mixture properties on transport dynamics, Dynamics of gravel-bed rivers, P. Billi, R.D. Hey, C.R. Thorne and P. Tacconi, eds., John Wiley and Sons, New York, pp. 109-139.
24. WILCOCK, P.R. and SOLTHARD, J.B. (1988). Experimental study of incipient motion in mixed-size sediment, Water Resources Research, Vol. 24, No. 7, pp. 1137-1151.