Explicit Formulation of the Shields Diagram for Incipient Motion of Sediment

Journal of Hydraulic Engineering

Volumn 132, Issue 10, 2006, Pages 1097-1099

  Cao, Zhixian ^a   Pender, Gareth ^b   Meng, Jian ^a  

^a WUHAN UNIVERSITY   (China)

^b HERIOT WATT UNIVERSITY   (United Kingdom)

Author keywords

Coastal environment; Hydraulics; Sediment transport; Shear stress

Indexed keywords

ITERATIVE METHODS; SEDIMENT TRANSPORT; COASTAL ZONES; ERROR ANALYSIS; HYDRAULICS; SHEAR STRESS;

COASTAL ENVIRONMENTS; EXPLICIT FORMULATION; INCIPIENT MOTION; MATCHING METHODS; SEDIMENT CHARACTERISTIC; SHIELDS PARAMETERS; TECHNICAL NOTES; TRIAL-AND-ERROR PROCEDURES;

SHEAR STRESS; SEDIMENT TRANSPORT;

COASTAL ENVIRONMENT; GUO'S LOGARITHMIC MATCHING METHOD; SHIELDS DIAGRAM; SHIELDS PARAMETER;

COASTAL ZONES; ERROR ANALYSIS; HYDRAULICS; ITERATIVE METHODS; SEDIMENT TRANSPORT; SHEAR STRESS;

COASTAL ZONE; HYDRAULICS; SEDIMENT TRANSPORT; SHEAR STRESS;

EID: 33748789349     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2006)132:10(1097)     Document Type: Article

References (13)

1. Brownlie, W. R. (1981). " Prediction of flow depth and sediment discharge in open-channels." Rep. No. KK-R-43A, W. M. Kech Lab. Hydraulics and Water Resources, California Institute of Technology, Pasadena, Calif.
2. Buffington, J. (1999). " The legend of A. F. Shields." J. Hydraul. Eng. JHEND8 0733-9429, 125 (4), 376-387. 10.1061/(ASCE)0733-9429(1999)125:4(376)
3. Buffington, J., and, Montgomery, D. (1997). " A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers." Water Resour. Res. WRERAQ 0043-1397, 33 (8), 1993-2029. 10.1029/97WR03190
4. Chien, N., and, Wan, Z. (1999). Mechanics of sediment transport, ASCE, Reston, Va.
5. Graf, W. (1971). Hydraulics of sediment transport, McGraw-Hill, New York.
6. Guo, J. (2002). " Logarithmic matching and its application in computational hydraulics and sediment transport." J. Hydraul. Res. JHYRAF 0022-1686, 40 (5), 555-566.
7. Raudkivi, A. (1976). Loose boundary hydraulics, 2nd Ed., Pergamon, Oxford, U.K.
8. Shvidchenko, A., and, Pender, G. (2000). " Flume study of the effect of relative depth on the incipient motion of coarse uniform sediments." Water Resour. Res. WRERAQ 0043-1397, 36 (2), 619-628. 10.1029/1999WR900312
9. Vajda, M. I. (1991). " Local resistance to turbulent flow over a rough bed." Proc., Euromech. 262 on Sand Transport in Rivers, Estuaries and the Sea, R. Soulsby and R. Bettess., eds., Balkema, Rotterdam, The Netherlands, 53-59.
10. Yalin, M. S. (1977). Mechanics of sediment transport, Pergamon, Oxford, U.K.
11. Yalin, M. S., and, da Silva, A. M. F. (2001). Fluvial processes, IAHR Monograph, IAHR, Delft, The Netherlands.
12. Yang, C. T. (1996). Sediment transport: Theory and practice, McGraw-Hill, New York.
13. Zhang, R., and, Xie, J. (1990). River dynamics, China Water and Power, Beijing (in Chinese).