Formula for sediment transport in rivers, estuaries, and coastal waters

Journal of Hydraulic Engineering

Volumn 131, Issue 11, 2005, Pages 968-979

  Yang, Shu Qing ^a,b  

^a Korea Maritime University   (South Korea)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Coastal processes; Current; Energy dissipation; Ocean water; River flow; Sediment discharge; Shear stress

Indexed keywords

COASTAL ZONES; DISCHARGE (FLUID MECHANICS); ENERGY DISSIPATION; ESTUARIES; FLOW OF WATER; HYDRODYNAMICS; MATHEMATICAL MODELS; OCEAN CURRENTS; RIVERS; SHEAR FLOW; SHEAR STRESS;

COASTAL PROCESSES; COASTAL WATERS; FLOW STRENGTH; RIVER FLOW; SEDIMENT DISCHARGE;

SEDIMENT TRANSPORT;

COASTAL WATER; CURRENT VELOCITY; ENERGY DISSIPATION; ESTUARINE ENVIRONMENT; FLOW VELOCITY; MATHEMATICAL ANALYSIS; RIVER CHANNEL; SEDIMENT TRANSPORT;

EID: 27644573188     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2005)131:11(968)     Document Type: Article

References (61)

1. Ackers, P., and White, W. R. (1973). "Sediment transport: New approach and analysis." J. Hydr. Div., 99(11), 2041-2060.
2. Bagnold, R. A. (1966). "An approach to the sediment transport problem from general physics." Geol. Survey Professional Paper No. 422-I, U.S. Government Printing Office, Washington, D.C.
3. Bailard, J. A. (1981). "An analytic total load sediment transport model for a plane sloping beach." J. of Geophysical Research, 86(C11), 10938-10954.
4. Barton, J. R., and Lin, P. N. (1955). "A study of the sediment transport in alluvial streams." Rep. No. 55 JRB2, Civil Engineering Dep., Colorado Colleage, Fort Collins, Colo.
5. Bijker, E. W. (1971). "Longshore transport computations." J. Waterway, Harb., and Coast. Engrg., 97(4), 687-701.
6. Bodge, K. R. (1986). "Short term impoundment of longshore sediment transport." PhD disertation, Univ. of Florida, Gainesville, Fla.
7. Brownlie, W. R. (1981). "Compilation of alluvial channel data: Laboratory and field." Rep. No. KH-R-43B, California Institute of Technology, Pasadena, Calif.
8. Bruno, R. O., and Gable, C. G. (1977). "Longshore transport at a total littoral barrier." Proc., 15th Coastal Engineering Conf., Honolulu, 1203-1222.
9. Cheng, N. S. (2002). "Exponential formula for bedload transport." J. Hydraul. Eng. 128(10), 942-946.
10. Chien, N., and Wan, Z. (1999). Mechanics of sediment transport, ASCE, Reston, Va.
11. Culbertson, J. K., Scott, C. H., and Bennett, J. P. (1976). "Summary of alluvial-channel data from Rio Grande Conveyance Channel, New Mexico, 1965-1969." USGS Professional Paper 562-J, U.S. Geological Survey, Madison, Wis.
12. Dean, R. G. (1973). "Heuristic models of sand transport in the surf zone." Proc., 1st Australian Conf. on Coastal Engineering, IAHR, Sydney, Australia.
13. Dean, R. G. (1983). "Physical modeling of littoral processes." Proc., Conf. on Physical Modeling in Coastal Environment, Univ. of Delaware, Newark, Del.
14. Dean, R. G., Berek, E. P., Gable, C. G., and Seymour, J. (1982). "Longshore transport determined by an efficient trap." Proc., 18th Coastal Engineering Conference, Cape Town, South Africa.
15. Einstein, H. A. (1942). "Formulas for the transportation of bed load." Trans. Soc. Civ. Engrg., 107, 561-597.
16. Engelund, F., and Hansen, E. (1972). A monograph on sediment transport in alluvial streams, Teknisk Forlag, Copenhagen, Denmark.
17. Fredsoe, J., and Deigaard, R. (1995). Mechanics of coastal sediment transport, World Scientific, Singapore.
18. Gable, C. G. (1981). "The role of dune creation and destruction in changing dune geometry during unsteady flows." 13th Intl. Sedimentological Congress, International Association of Sedimentologists, Comparative Sedimentology Div., Utrecht, The Netherlands.
19. Gilbert, G. K. (1914). "The transportation of debris by running water." USGS Professional Paper 86, U.S. Geological Society, Madison, Wis.
20. Graf, E. H. (1971). Hydraulics of sediment transport, McGraw-Hill, New York.
21. Grasmeijer, B. T., and Van Rijn, L. C. (1999). "Transport of fine sands by currents and waves. III: Breaking waves over barred profile with ripples." J. Waterw., Port, Coastal, Ocean Eng., 125(2), 71-79.
22. Guo, J. (1997). "The Albert Shields story." J. Hydraul. Eng., 123(7), 666.
23. Inman, D. L. (1980). "The origin of swash cusps on beaches." Marine Geology 49, 133-148.
24. Inman, D. L., and Bowen, A. J. (1963). "Flume experiments on sand transport by waves and currents." Proc., 8th Int. Conf. Coastal Engineering, ASCE, Reston, Va. 137-150.
25. Kajiura, K. (1968). "A model of the bottom boundary layer in water waves." Bulletin of the Earthquake Research Institute, DPRI, Tokyo Univ., Tokyo, 46, 75-123.
26. Kamphuis, J. W., and Sayao, O. F. S. J. (1982). "Model test on littoral sand transport rate." Proc., l8th Coastal Engineering Conf., Capetown, Republic of South Africa, ASCE, 2, 1305-1325.
27. Kamphuis, J. W.,, Davies, M. H., Nairn, R. B., and Sayao, O. J. (1986). "Calculation of littoral sand transport rate." Coastal Eng., 10(1), 1-21.
28. Kana, T. W. (1978). "Surf zone measurements on suspended sediment." Proc., 16th Coastal Engineering Conf., Hamburg, Germany 1725-1743.
29. Karim, F. (1998). "Bed material discharge prediction for nonuniform bed sediment." J. Hydraul. Eng., 124(6), 597-604.
30. Keulegan, G. H. (1938). "Law of turbulent flow in open channels." J. Nat. Bureau of Standards, Research Paper No. 1151, 21, 707-740.
31. Komar, P. D. (1969). "The mechanics of sand transport on beaches." J. Geophysical Res., 76, 713-721.
32. Kraus, N. C., Isobe, M., Igarashi, H., Sasaki, T. O., and Horikawa, K. (1982). "Field experiments on longshore transport in the surf zone." Proc., l8th Intl. Conf. on Coastal Engineering, ASCE, New York, 969-988.
33. Komar, P. D., and Inman, D. L. (1970). "Longshore sand transport on beaches." J. Geophys. Res. 75(30), 5914-5927.
34. Komar, P. D., Kamphuis, J. W., and Sayao, O. F. S. J. (1982).
35. Lodahl, C. R., Sumer, B. M., and Fredsoe, J. (1998). "Turbulent combined oscillatory flow and current in a pipe." J. Fluid Mech., 373, 314-350.
36. Longuet-Higgins, M. S. (1970). "Longshore currents generated by obliquely incident waves: 1 and 2." J. Geophys. Res., 75(33), 6678-6801.
37. Madsen, O. S., Poon, Y-K., and Graber, H. C. (1988). "Spectral wave attenuation by bottom friction theory." Proc., 21st Int. Coastal Eng. Conf., Malaga, Spain, 1, 492-504.
38. McLean, S. R., Wolfe, S. R., and Nelson, J. M. (1999). "Predicting boundary shear stress and sediment transport over bed forms." J. Hydraul. Eng., 125(7), 725-736.
39. Meyer-Peter, E., and Muller, R. (1948). "Formula for bed load transport." Proc., 2nd Meeting, Vol. 6, IAHR, Stockholm.
40. Nielsen, P. (1992). Coastal bottom boundary layers and sediment transport, World Scientific, Singapore.
41. Nielsen, P. (1985). "Short manual of coastal bottom boundary layers and sediment transport." Rep. No. TM85/1, Public Works Dept., Sydney, Australia.
42. Nnadi, F. N.,, and Wilson, K. C. (1992). "Motion of contact-load particles at high shear stress." J. Hydraul. Eng., 118(12), 1670-1684.
43. Ozhan, E. (1982). "Laboratory study of breaker type effect on longshore sand transport." Proc., Euromech 156: Mechanics of Sediment Transport, B. M. Sumer and A. Muller, eds., Istanbul, 2, 265-274.
44. Ribberink, J. S. (1998). "Bed-load transport for steady flows and unsteady oscillatory." Coastal Eng., 34, 59-82.
45. Saville, T. (1950). "Model study of sand transport along an infinitely long, straight beach." Transactions, American Geophysical Union, 31(4), 555-565.
46. Soulsby, L. H., Klopman, G., Myrhaug, D., Simons, R. R., and Thomas, G. P. (1993). "Wave-current interaction within and outside the bottom layer." Coastal Eng., 21, 41-71.
47. Thornton, E. B. (1972). "Distribution of sediment transport across the surf zone" Proc., l3th Coastal Engineering Conf., Vancouver, B.C., Canada.
48. Toffaleti, F. B. (1968). "A procedure for computation of total river sand discharge and detailed distribution, bed to surface." Tech. Rep. No. 5, Committee of Channel Stabilization, U.S. Army Corps of Engineers, Vicksburg, Miss.
49. Van Rijn, L. C. (1989). "Handbook of sediment transport in currents and waves." Rep. No. H461, Delft Hydraulics, Delft, The Netherlands.
50. Van Rijn, L. C. (1984) "Sediment transport. Part II: suspended load transport." J. Hydraul. Eng., 110(11), 1613-1641.
51. Van Rijn, L. C. (1985). "Two-dimensional vertical mathematical model for suspended sediment transport by currents and waves." Rep. No. S488 part IV, Delft Hydraulics, Delft, The Netherlands.
52. Van Rijn, L. C., and Havinga, F. J. (1995). "Transport of fine sands by currents and waves. II." J. Waterw., Port, Coastal, Ocean Eng., 121(2), 123-133.
53. Van Rijn, L. C., Nieuwjaar, M. W. C., Van der Kaay, T., Nap, E., and Van Kampen, A. (1993). "Transport of fine sands by currents and waves." J. Waterw., Port, Coastal, Ocean Eng., 119(2), 123-143.
54. Velikanov, M. A. (1954) "Gravitational theory for sediment transport." J. of Science of the Soviet Union, Geophysics, Vol. 4, (in Russian).
55. Voogt, L., van Rijn, L. C., Van den Betg, J. H. (1991). "Sediment transport of fine sands at high velocities." J. Hydraul. Eng., 117(7) 869-890.
56. Wang, P., Kraus, N. C., and Richard, A. D. (1998). "Total longshore sediment transport rate in the surf zone: Field measurements and empirical predictions" J. Coastal Res., 14(l), 269-281.
57. Watts, G. M. (1953). "A study of sand movement at south Lake Worth Inlet, FL." Tech. Memo No. 42, U.S. Army, Beach Erosion Board, Washington, D.C.
58. Yalin, M. S. (1977). Mechanics of sediment transport, Pergamon, Oxford, U.K.
59. Yang, C. T. (1996). Sediment transport: Theory and practice, McGraw-Hill International Editions, USA.
60. Yang, S.-Q. (2005). "Prediction of total bed material discharge." J. Hydraul. Res., 43(l), 12-22.
61. Yang, S.-Q., and Lim, S.-Y. (2003). "Total load transport formula for flow in alluvial channels." J. Hydraul. Eng., 129(l), 68-72.