Sediment transport capacity of hyperconcentrated flow

Science in China, Series G: Physics, Mechanics and Astronomy

Volumn 51, Issue 8, 2008, Pages 961-975

  Shu, Anping ^a,b   Fei, Xiangjun ^b  

^a BEIJING NORMAL UNIVERSITY   (China)

^b TSINGHUA UNIVERSITY   (China)

Author keywords

Efficiency coefficient; Hyperconcentrated flow; Sediment transport capacity; Turbulent energy equilibrium

Indexed keywords

ARSENIC COMPOUNDS; BOOLEAN FUNCTIONS; CONCENTRATION (PROCESS); ENERGY EFFICIENCY; EROSION; FLUID DYNAMICS; FLUID MECHANICS; HYDRAULICS; LIQUID PHASE EPITAXY; MECHANICS; MULTIPHASE FLOW; RIVERS; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY; SHORE PROTECTION; SOIL MECHANICS; SPEED; TURBULENCE; TWO DIMENSIONAL; TWO PHASE FLOW;

EFFICIENCY COEFFICIENT (EC); EXPERIMENTAL DATA; FIELD DATA; H IGH CONCENTRATIONS; HYDRAULIC ENGINEERING; HYPERCONCENTRATED FLOW; MAIN PARAMETERS; RIVER MECHANICS; SEDIMENT TRANSPORT CAPACITY; SEDIMENT-LADEN FLOWS; SUSPENDED LOADS; TIME-AVERAGED; TRANSPORT EXPERIMENTS; TURBULENT ENERGY; TWO-DIMENSIONAL (2D); TWO-PHASE FLOW (2PF); YANGTZE RIVER; YELLOW RIVER;

RIVER POLLUTION;

EID: 47749101205     PISSN: 16721799     EISSN: 18622844     Source Type: Journal    
DOI: 10.1007/s11433-008-0108-4     Document Type: Article

References (49)

1. Gilbert G K. The transportation of debris by running water. US Geol Sur Prof Paper, 1914, 86: 59
2. Wang G Q. Advances in river sediment research. J Sed Res (in Chinese), 2007, (2): 64-81
3. Shu A P. Study on the sediment transport capacity and mechanism of hyperconcentrated flow (in Chinese). Dissertation for the Doctoral Degree. Beijing: Tsinghu University, 1994. 22-100
4. Einstein H A. The bed-load function for sediment transportation in open channel flows. Tech Bull, U.S. Dept of Agriculture, Soil Conservation Service, 1950, 1026: 7
5. Einstein H A, Chien N. Transport of sediment mixture with large range of grain sizes. In: M.R.D. Sediment Series No.2, Missouri River Div. Omaha: U.S. Corp. of Eng, 1955. 49
6. Velikanov M A. Alluvial Process. Moscow: State Publishing House for Physical and Mathematical Literature, 1958. 241-245
7. Researching Group of Wuhan University of Hydraulic Engineering. Study on sediment transport capacity in the middle and down steam of Yangtze River. J Sed Res (in Chinese), 1959, 2: 54-73
8. Yang C T. Incipient motion and sediment transport. J Hydraul Eng, ASCE, 1973, 99(10): 1679-1704
9. Yang C T. Minimum unit stream power and fluvial hydraulics. J Hydraul Div, 1976, 102: 769-784
10. Yang C T, Molinos A. Sediment transport and unit stream power function. J Hydraul Div, ASCE, 1982, 108(6): 774-793
11. Yang C T. Sediment transport and river engineering. In: Proc of 3rd Inter. River Sedimenttation. Mississippi: University of Mississippi, 1987
12. Cao R X. Mathematical model for sediment transport capacity in the intake channel of hyperconcentrated flow. J Hydraul Eng (in Chinese), 1987(9): 39-46
13. Zhang H W, Zhang Q. The calculating formulae of sediment transport capacity in Yellow River. People's Yellow River (in Chinese), 1993, (11): 7-9
14. Fei X, Shu A. Investigation on sediment transport capacity with high concentration for fluvial river. J Hydraul Eng (in Chinese), 1998, (11): 38-43
15. Liu X N, Zhang Z, Cao S Y, et al. Study on the sediment transport capacity. J Sed Res (in Chinese), 2000, (4): 35-39
16. Dou G R, Dong F W. Carrying capacity of water wave and tidal current. Chin Sci Bull (in Chinese), 1995, 40(5): 443-446
17. Liu F, Li Y T. A new formula of sediment transport capacity in water flow. Journal of Yangtze River Scientific Research Institute (in Chinese), 1997, (3): 17-20
18. Yu M H, Yang G L, Liu G F, et al. A preliminary study on the formula of non-uniform sediment carrying capacity. J Sed Res (in Chinese), 2001, (3): 25-29
19. Guo Q C. Sediment-carrying capacity in natural rivers. J Sed Res (in Chinese), 2006, (5): 45-51
20. Wang Y L. Discuss on sediment transport capacity for various stages in the lower of Yangtze River. People's Yangtze River (in Chinese), 2006, 37(12): 51-53
21. Cellino M, Graf W H. Sediment-laden flows in open-channels under non-capacity and capacity conditions. J Hydraul Eng, ASCE, 1999, 125(5): 455-462
22. Huang C, Wells L K, Norton L D. Sediment transport capacity and erosion processes: Model concepts and reality. Earth Sur Proc Landf, 1999, 24(6): 503-516
23. Song Z Y, Zhang W S, Kong J, et al. Optimum approach to determine the coefficients in sediment-carrying capacity formula. In: Proc of the 9th Inter. Symposium on River Sedimentation. Beijing: Tsinghua University Press, 2004. 1462-1466
24. Milhous R T. Climate change and changes in sediment transport capacity in the Colorado Plateau. USA, Sediment Budgets, 2005, 2(292): 271-278
25. Yang S Q. Sediment transport capacity in rivers. J Hydraul Res, 2005, 43(2): 131-138
26. Yang S Q, Koh S C, Kim I S, et al. Sediment transport capacity-An improved Bagnold formula. Int J Sed Res, 2007, 22(1): 27-38
27. Dieter R. Hyperconcentrated flow and sediment transport at steep slopes. J Hydraul Eng, ASCE, 1991, 117(11): 1419-1439
28. Xu J X. Response of river channel patterns to spatially varying suspended sediment concentration and some thresholds. Sci China Ser D-Earth Sci (in Chinese), 1997, 27(6): 548-553
29. Xu J X. Erosion caused by hyperconcentrated flow on the Loess Plateau of China. Catena, 1999, (36): 1-19
30. Xu J X. Grain-size characteristics of suspended sediment in the Yellow River, China. Catena, 1999, (38): 243-263
31. Guo J. Logarithmic matching and its application in computational hydraulics and sediment transport. J Hydraul Res IAHR, 2002, 40(5): 555-566
32. Cao Z X, Pender G, Carling P. Shallow water hydrodynamic models for hyperconcentrated sediment-laden floods over erodible bed. Adv Water Resour, 2006(29): 546-557
33. Shu A P. Verification and evaluation on river sediment carrying capacity formulae. People's Yellow River (in Chinese), 1993(1): 7-9
34. Cao W H, Shu A P. Review for sediment transport capacity of suspended load at the action of tidal current and wave. J Sed Res (in Chinese), 1999, (5): 74-80
35. Chen X F, Chen L, Li Y T. Contrast of formulae of sediment carrying capacity for sediment-laden flow with high, median and low concentrations. J Wuhan Univ Hydraul Electr Eng (in Chinese), 1999, 32(5): 1-5
36. Wang G Q, Xia J Q, Zhang H W. Theory and practice of hyperconcentrated sediment-laden flows in China. Adv Hydraul Water Eng, 2002, 1-2: 1055-1071
37. Zhang Y, Hong J, Li Y F, et al. The verification of sediment transport capacity in Yellow River. People's Yellow River (in Chinese), 2006, (11): 16-18
38. Li Y F, Li J S, Li B. Nitrogen dynamics in soil as affected by fertigation strategies and frequencies for drip-irrigated tomato. J Hydraul Eng (in Chinese), 2007, 38(7): 852-856
39. Han Q L, Wang Y P, Wang M, et al. The validation and opinion for the force formula of Yangguolu current sandiness. J Jilin Hydraul Eng (in Chinese), 2007, (7): 4-8
40. Zhang H W, Zhang Q, Jiang E H. Several questions of the investigation about sediment laden flow. In: Proc. of 1st Chinese Sediment Fundamental Theories Symposium, 1992. 67-74
41. Chen L. Laws of rheological parameter and resistance in hyperconcentrated flow. J Wuhan Univ Hydraul Electric Eng (in Chinese), 1992, 25(4): 384-392
42. Bagnold R A. An approach to the sediment transport problem from general physics. US Geo Sur, Prof Paper, 1966, 422-I: 1-37
43. Qian N, Wan Z H. Mechanics of Sediment Transport (in Chinese). Beijing: Science Press, 1986. 346-363
44. Shu A P. A preliminary study on the efficiency coefficient for suspended load movement. J Wuhan Univ Hydraul Electr Eng (in Chinese), 1992, 25(6): 133-138
45. Shu A P, Ren Y M. Development and application of a new velocity meter for hyperconcentrated flow. J Sed Res (in Chinese), 2007, (4): 59-64
46. Fei X J. Investigation into the resistance of pseudo-homogeneous turbulent flow. J Hydraul Eng (in Chinese), 1990, (12): 48-54
47. Fei X J. The calculating model of the water viscosity in the middle and down stream of Yellow River. J Sed Res (in Chinese), 1991, (2): 1-13
48. Shu A P, Liu Q Q, Fei X J. Unified laws of velocity distribution for sediment laden flow with high and low concentration. J Hydraul Eng (in Chinese), 2006, 37(10): 1175-1180
49. Shu A P, Zhang K L, Fei X J. Laws of turbulent energy transferring and dissipation for hyperconcentrated flow. J Hydraul Eng (in Chinese), 2007, 38(4): 383-388