Relationships for non-Darcy flow in rockfill

Journal of Hydraulic Engineering

Volumn 124, Issue 2, 1998, Pages 206-212

  Li, Bingjun ^a   Garga, Vinod K ^a,c   Davies, Michael H ^b  

^a UNIVERSITY OF OTTAWA   (Canada)

^b NATIONAL RESEARCH COUNCIL CANADA   (Canada)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; FLOW OF FLUIDS; FRICTION; HYDRAULICS; MATHEMATICAL MODELS; PIPE FLOW; REYNOLDS NUMBER; ROCKS; SEEPAGE;

FRICTION COEFFICIENTS; HYDRAULIC GRADIENT; NON-DARCY FLOW; PIPE THEORY; ROCKFILL MATERIALS;

FLUID STRUCTURE INTERACTION;

HYDRAULICS; REYNOLDS NUMBER; ROCKFILL DAM;

FILL; HYDRAULIC PROPERTIES; ROCKFILL;

EID: 0032007152     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1998)124:2(206)     Document Type: Article

References (23)

1. Abt, S. R., et al. (1991). "Estimating flow through riprap." J. Hydr. Engrg., ASCE, 117(5), 670-675.
2. Cedergren, H. R. ( 1977). Seepage, drainage and flow nets. John Wiley & Sons, Inc., New York, N.Y.
3. Dudgeon, C. R. (1966). "An experimental study of the flow of water through coarse porous media." La Houille Blanch, Grenoble, France, 7, 785-801.
4. Ergun, S. (1952). "Fluid flow through packed columns." Chemical Engrg. Progress, 48(2), 89.
5. Forchheimer, P. H. (1901). "Wasserbewegun Durch Boden." Zeitschrift des Vereines Deutscher Ingenieure, No. 49, 1736-1749, No. 50, 1781-1788.
6. Forchheimer, P. H. (1901). "Wasserbewegun Durch Boden." Zeitschrift des Vereines Deutscher Ingenieure, No. 49, 1736-1749, No. 50, 1781-1788.
7. Garga, V. K., Townsend, R., and Hansen, D. (1991). "A method for determining the surface area of quarried rocks." Geotech. Testing J., 14(1), 35-45.
8. Gent, M. R. A. van. (1991). "Formulae to describe porous flow." Communications on Hydr. and Geotech. Engrg., ISSN 0169-6548 No. 92-2, Delft Univ. of Technol. and MAST-G6S Rep., Project 1, Delft University of Technology, Delft, The Netherlands.
9. George, G. H., and Hansen, D. (1992). "Conversion between quadratic and power law for non-Darcy flow." J. Hydr. Engrg., ASCE, 118(5), 792-797.
10. Hansen, D. (1992). "The behaviour of flowthrough rockfill dams," PhD thesis, Dept. of Civ. Engrg., University of Ottawa, Ottawa, Ont., Canada.
11. Hu, Q., and Li, B. (1988). "Studies on the simulation of overtopped rockfill dams." Internal Rep., Nanjing Hydraulic Research Institute, May (in Chinese).
12. Jaeger, C. (1956). Engineering Fluid Mechanics. Blackie and Son, Ltd., London, U.K.
13. Leps, T. M. (1973). "Flow through rockfill." Embankment Dam Engineering, R. C. Hirschfeld and S. J. Poulos, eds., John Wiley & Sons, Inc., New York, N.Y., 87-105.
14. Martins, R. (1990). "Turbulent seepage flow through rockfill structures." Water Power and Dam Construction, 40(3), 41-45.
15. Martins, R. (1991). "Principles of rockfill hydraulics." Advances in rockfill structures, E. M. das Neves, ed., Kluwer Academic Publishers Group, Boston, Mass., 523-570.
16. McCorquodale, J. A., Hannoura, A. A., and Nasser, M. S. (1978). "Hydraulic conductivity of rockfill." J. Hydr. Res., Delft, The Netherlands, 16(2), 123-137.
17. Parkins, A. K. (1991). "Through and overflow rockfill dams." Advances in rockfill structures, E. M. das Neves, ed., Kluwer Academic Publishers Group, Boston, Mass., 571-592.
18. Slepicka, F. (1961). "The law of filtration and limits of their validity." IAHR 9th Congr, Yugoslavian Assn. of Hydr. Res., Belgrade, Yugoslavia, 383-394.
19. Stephenson, D. (1979). Rockfill in hydraulic engineering. Elsevier Science Publishers BV (North-Holland), Amsterdam, The Netherlands, 19-24.
20. Taylor, D. W. (1948). Fundamentals of soil mechanics. John Wiley & Sons, Inc., New York, N.Y.
21. Volker, R. E. (1969). "Nonlinear flow in porous media by finite elements." J. Hydr. DIV., ASCE, 95(6), 2093-2114.
22. Ward, J. C. (1964). "Turbulent flow in porous media." J. Hydr. Div., ASCE, 92(4), 1-12.
23. Wilkins, J. K. (1956). "Flow of water through rockfill and its application to the design of dams." Proc., 2nd Australia-New Zealand Conf., on Soil Mech. and Foundation Engrg., New Zealand Soc. of Soil Mech. and Found. Engrg., Auckland, New Zealand, 144-149.