Incipient motion of gravel and coal beds

Sadhana - Academy Proceedings in Engineering Sciences

Volumn 27, Issue PART 5, 2002, Pages 559-568

  Dey, Subhasish ^a   Raju, Uddaraju V ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY   (India)

^b SRKR ENGINEERING COLLEGE   (India)

Author keywords

Fluvial hydraulics; Granular material; Incipient motion; Sediment threshold; Sediment transport; Sedimentary bed

Indexed keywords

COAL; EQUATIONS OF MOTION; GRAVEL; HYDRAULICS; PARTICLE SIZE ANALYSIS; SEDIMENT TRANSPORT; SHEAR STRESS; STEADY FLOW;

COAL BEDS; CRITICAL BED SHEAR STRESS EQUATIONS; FLUVIAL HYDRAULICS; UNIDIRECTIONAL STEADY UNIFORM FLOW;

GRANULAR MATERIALS;

EID: 0036822584     PISSN: 02562499     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF02703294     Document Type: Article

References (34)

1. Aberle J, Dittrich A, Nestmann F 1999 Discussion of 'Estimation of gravel-bed river flow resistance' by H Afzalimehr, F Anctil. J. Hydraul. Eng., Am. Soc. Civil Eng. 125: 1315-1317
2. Andrews E D 1983 Entrapment of gravel from naturally sorted riverbed material. Geol. Soc. Am. Bull. 94: 1225-1231
3. Andrews E D 1994 Marginal bed load transport in a gravel bed stream, Sagehen Creek, California. Water Resour. Res. 30: 2241-2250
4. Andrews E D, Erman D C 1986 Persistence in the size distribution of superficial bed material during an extreme snowmelt flood. Water Resour. Res. 22: 191-197
5. Andrews E D, Parker G 1987 Formation of a coarse surface layer as the response to gravel mobility. Sediment transport in gravel-bed rivers (eds) C R Thorne, J C Bathurst, R D Hey (Chichester: Wiley) p. 269
6. Ashworth P J, Ferguson R I 1989 Size-selective entrainment of bed load in gravel bed streams. Water Resour. Res. 25: 627-634
7. Bathurst J C 1987 Critical conditions for bedmaterial movement in steep, boulder-bed streams. Erosion and hydrology (Oxon: Wallingford) p. 309
8. Bathurst J C, Graf W H, Cao H H 1987 Bed load discharge equations for steep mountain rivers. Sediment transport in gravel-bed rivers (eds) C R Thorne, J C Bathurst, R D Hey (Chichester: Wiley) p. 453
9. Bridge J S, Bennett S J 1992 A model for the entrainment and transport of sediment grains of mixed sizes, shapes and densities. Water Resour. Res. 28: 337-363
10. Christensen B A 1969 Effective grain size in sediment transport. Proc. 12th Congr. Int. Assoc. Hydraul. Res. 3: 223-231
11. Dey S 1999 Sediment threshold. Appl. Math. Modelling 23: 399-417
12. Dey S, Debnath K 2000 Influence of stream-wise bed slope on sediment threshold under stream flow. J. Irrig. Drain. Eng., Am. Soc. Civil Eng. 126: 255-263
13. Dey S, Dey Sarker H K, Debnath K 1999 Sediment threshold under stream flow on horizontal and sloping beds. J. Eng. Mech., Am. Soc. Civil Eng. 125: 545-553
14. Egiazaroff J V 1965 Calculation of non-uniform sediment concentrations. J. Hydraul. Div., Am. Soc. Civil Eng. 91: 225-247
15. Iwagaki Y 1956 Fundamental study on critical tractive force. Trans. Jpn. Soc. Civil Eng. 41: 1-21
16. Kuhnle R A 1993 Incipient motion of sand-gravel sediment mixtures. J. Hydraul. Eng., Am. Soc. Civil Eng. 119: 1400-1415
17. Ling C H 1995 Criteria for incipient motion of spherical sediment particles. J. Hydraul. Eng., Am. Soc. Civil Eng. 121: 472-478
18. Mantz P A 1977 Incipient transport of fine grains and flanks by fluids-extended Shields diagram. J. Hydraul. Div., Am. Soc. Civil. Eng. 103: 601-615
19. Miller M C, McCave I N, Komar P D 1977 Threshold of sediment motion under unidirectional currents. Sedimentology 24: 507-527
20. Nakagawa H, Tsujimoto T, Nakano S 1982 Characteristics of sediment motion for respective grain sizes of sand mixtures. Bull. No. 286, Disaster Prevention Research Institution, Kyoto University
21. Neill C R, Yalin M S 1969 Quantitative definition of beginning of bed movement. J. Hydraul. Div., Am. Soc. Civil Eng. 95: 585-588
22. Parker G, Klingeman P C, McLean D G 1982 Bed load and size distribution in paved gravel-bed streams. J. Hydraul. Div., Am. Soc. Civil Eng. 108: 544-571
23. Patel P L, Ranga Raju K G 1999 Critical tractive stress of nonuniform sediments. J. Hydraul. Res. 37: 39-58
24. Raju U V 1989 An experimental investigation on incipient motion criteria for flow over non-uniform bed mixtures at near critical flow and low relative depth. Ph D thesis, Indian Institute of Technology, Kharagpur
25. Shields A 1936 Application of similarity principles and turbulence research to bed-load movement. Mitteilunger der Preussischen Versuchsanstalt für Wasserbau und Schiffbau 26: 5-24
26. Vanoni V A 1975 Sedimentation engineering. ASCE Manual No. 54
27. Van Rijn L C 1984 Sediment transport, part I: Bed-load transport. J. Hydraul. Eng., Am. Soc. Civil Eng. 110: 1431-1456
28. White W R, Day T J 1982 Transport of graded gravel bed material. Gravel-bed rivers (eds) R D Hey, J C Bathurst, C R Thorne (New York: John Wiley and Sons) p. 181
29. Wiberg P L, Smith J D 1987 Calculations of the critical shear stress for motion of uniform and heterogeneous sediments. Water Resour. Res. 23: 1471-1480
30. Wilcock P R 1992 Experimental investigation of effect of mixture properties of transport dynamics. Dynamics of gravel-bed rivers (eds) P Billi, R D Hey, C R Thorne, P Tacconi (Chichester: John Wiley and Sons) p. 109
31. Wilcock P R 1993 Critical shear stress of natural sediments. J. Hydraul. Eng., Am. Soc. Civil Eng. 119: 491-505
32. Wilcock P R, Southard J B 1988 Experimental study of incipient motion in mixed-size sediment. Water Resour. Res. 24: 1137-1151
33. Yalin M S, Karahan E 1979 Inception of sediment transport. J. Hydraul. Div., Am. Soc. Civil Eng. 105: 1433-1443
34. Yang C T 1973 Incipient motion and sediment transport. J. Hydraul. Div., Am. Soc. Civil Eng. 99: 1679-1704