Unit stream power equation for gravel

Journal of Hydraulic Engineering

Volumn 110, Issue 12, 1984, Pages 1783-1797

  Yang, Chih Ted ^a  

^a DENVER FEDERAL CENTER   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

FLUID MECHANICS; RIVERS - SEDIMENTATION; SEDIMENTATION; STREAM FLOW;

BEDLOAD TRANSPORT; DIMENTIONLESS UNIT STREAM POWER; GRAVEL TRANSPORT; SHEAR STRESS; STREAM POWER;

FLOW OF WATER;

EID: 0021143631     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1984)110:12(1783)     Document Type: Article

References (24)

1. Ackers, P., and White, W. R., “Sediment Transport: New Approach and Analysis,” Journal of the Hydraulics Division, ASCE, Vol. 99, No. HY11, Proc. Paper 10167, Nov., 1983, pp. 2041–2060.
2. Alonso, C. V., “Selecting a Formula to Estimate Sediment Transport Capacity in Nonvegetated Channels,” Conservation Research Report No. 26, CREAMS (A Field Scale Model For Chemicals, Runoff, and Erosion from Agricultural Management System, Chpt. 5, W. G. Knisel, ed., U.S. Department of Agriculture, May, 1980, pp. 426–439.
3. Alonso, C. V., Neibling, W. H., and Foster, G. R., “Estimating Sediment Transport Capacity in Watershed Modeling,” Transactions, ASAE, Vol. 24, No. 5, 1982, pp. 1211–1220 and 1226.
4. Bagnold, R. A., “An Approach to the Sediment Transport Problem from General Physics,” U.S. Geological Survey Professional Paper 422-I, 1966.
5. Borah, D. K., Alonso, C. V., and Prasad, S. N., “Routing Graded Sediments in Streams: Application,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY12, Proc. Paper 17563, Dec., 1982, pp. 1504–1517.
6. Brownlie, W. R., “Compilation of Alluvial Channel Data: Laboratory and Field,” W. M. Keck Laboratory of Hydraulics and Water Resources Report No. KHR-43B, California Institute of Technology, Pasadena, Calif., Nov., 1981.
7. Casey, H. J., “Uber Geschiebebewegung,” Preuss. Versuchsanst. fur Wasserbau und Schifibau, Berlin, Mitt., Vol. 19, 1935 (translation on file at the U.S. Soil Conservation Service, Washington, D.C.).
8. Duboys, M. P., “Études du Regime et l’Action Exerćee par les Eaux sur un Lit à Fond de Graviers Indefiniment Affouilable,” Annales de ponts et Chausses, Ser. 5, Vol. 18, 1879, pp. 141–195.
9. Einstein, H. A., “The Bed-Load Function for Sediment Transportation in Open Channel Flows,” Technical Bulletin No. 1026, U.S. Department of Agriculture, Soil Conservation Service, 1950.
10. Engelund, F., and Hansen, E., “A Monograph on Sediment Transport in Alluvial Streams,” Teknish Forlag, Technical Press, Copenhagen, Denmark, 1967.
11. Gilbert, K. G., “The Transportation by Debris of Running Waters,” U.S. Geological Survey Professional Paper 86, 1914.
12. Hinze, J. O., Turbulence, 1st Ed., McGraw-Hill Book Company, Inc., New York, N.Y., 1959, pp. 64–66.
13. Hubbell, D. W., et al., “Recent Refinements in Calibrating Bedload Samples,” Proceedings of the ASCE Hydraulics Speciality Conference, Water Forum1981, Vol. 1, San Francisco, Aug., 1981, pp. 128–140.
14. Lane, L. J., “Relationship Between Morphology of Small Streams and Sediment Yields,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY11, Proc. Paper 19750, Nov., 1982, pp. 1328–1365.
15. Mengis, R. C., “Modellings of a Transient Streambed in The Rio Grande, Cochiti Dam to Near Albuquerque, New Mexico,” U.S. Geological Survey Open-File Report 82-106, 1981.
16. Meyer-Peter, E., and Müller, R., “Formulas for Bed-Load Transport,” Proceedings, 3rd Meeting of International Association of Hydraulic Research, Stockholm, 1948, pp. 39–64.
17. Peterson, A. W., and Howells, R. F., “A Compendium of Solids Transport Data for Mobile Boundary Channels,” Report No. HY-1973-ST3, Department of Civil Engineering, University of Alberta, Canada, Jan., 1973.
18. Rouse, H., “Modern Concepts of the Mechanics of Turbulence,” Transactions, ASCE, Vol. 102, Paper No. 1965, 1937, p. 4630.
19. Schoklitsch, A., “Uber Schleppkraft und Geschiebebewegung,” Engelmann, Leipzeig, 1914.
20. Shields, A., “Anwendung der Ahnlichkeitsmechanik und Turbulenzforschung auf die Geschiebebewegung,” Mitteil. Preuss. Versuchsanst. Wasser, Erd. Schiffsbau, Berlin, No. 26, 1936.
21. U.S. Army Corps of Engineers, Los Angeles District, “General Design Review Conference, San Luis Rey River,” Dec. 15-16, 1982, pp. A2b-26 to A2b-47.
22. Yang, C. T., “Unit Stream Power Equation and Sediment Transport,” Journal of the Hydraulics Division, ASCE, Vol. 98, No. HY10, Proc. Paper 9295, Oct., 1972, pp. 1805–1826.
23. Yang, C. T., “Incipient Motion and Sediment Transport,” Journal of the Hydraulics Division, ASCE, Vol. 99, No. HY10, Proc. Paper 10067, Oct., 1973, pp. 1679–1704.
24. Yang, C. T., and Molinas, A., “Sediment Transport and Unit Stream Power Function,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY6, Proc. Paper 17161, June, 1982, pp. 774–793.