Shields versus Isbash

Journal of Hydraulic Engineering

Volumn 139, Issue 1, 2013, Pages 51-54

  Recking, A ^a   Pitlick, J ^b  

^a Cemagref   (France)

^b UNIVERSITY OF COLORADO   (United States)

Author keywords

Bedload transport; Critical shields stress; Isbash parameter; Riprap

Indexed keywords

BED-LOAD TRANSPORT; COARSE SEDIMENT; EXPOSED TO; ISBASH EQUATIONS; ISBASH PARAMETER; MOUNTAIN STREAMS; RIPRAP; TWO EQUATION; MOUNTAINS STREAMS;

HYDRAULICS; TECHNOLOGY; SEDIMENT TRANSPORT; TURBULENT FLOW;

SEDIMENTOLOGY; FORECASTING;

BEDLOAD; EQUATION; MOUNTAIN STREAM; RIPRAP; SEDIMENT TRANSPORT; STRESS; TURBULENT FLOW;

EID: 84876740585     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000647     Document Type: Article

References (20)

1. Bathurst, J. C., Li, R.-M., and Simons, D. B. (1981). "Resistance equation for large-scale roughness." J. Hydraul. Div., 107(12), 1593-1613.
2. Buffington, J. M. (1999). "The legend of A. F. Shields." J. Hydraul. Eng., 125(4), 376-387.
3. Buffington, J. M., and Montgomery, D. R. (1997). "A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers." Water Resour. Res., 33(8), 1993-2027.
4. Carling, P., and Tinkler, K. (1998). "Conditions for the entrainment of cuboid boulders in bedrock streams: Literature with respect to recent investigations." Geophys. Monogr. AGU, 107, 19-34.
5. CIRIA, CUR, and CETMEF. (2007). The rock manual. The use of rock in hydraulic engineering, 2nd Ed, C683, CIRIA, London, 1267.
6. Ferguson, R. (2007). "Flow resistance equations for gravel and boulder bed streams." Water Resour. Res., 43(W05427), 1-12.
7. Ferguson, R. (2010). "Time to abandon the Manning equation?" Earth Surf. Processes Landforms, 35(15), 1873-1876.
8. Isbash, S. V. (1936). "Construction of dams by depositing rock in running water." Second congress on large dams, Washington, DC, 123-136.
9. Lamb, M. P., Dietrich, W. E., and Venditti, J.-G. (2008). "Is the critical Shields stress for incipient sediment motion dependent on channelbed slope?" J. Geophys. Res., 113(F02008), 20.
10. Nikora, V. I., Goring, D., McEwan, I., and Griffiths, G. (2001). "Spatially averaged open-channel flow over rough bed." J. Hydraul. Eng., 127(2), 123-133.
11. Peirson, W. L., and Cameron, S. (2006). "Design of rock protection to prevent erosion by water flows down steep slopes." J. Hydraul. Eng., 132(10), 1110-1114.
12. Pitlick, J., Mueller, E. R., Segura, C., Cress, R., and Torizzo, M. (2008). "Relation between flow, surface layer armoring and sediment transport in gravel bed rivers." Earth Surf. Processes Landforms, 33(8), 1192-1209.
13. Recking, A. (2009). "Theoretical development on the effects of changing flow hydraulics on incipient bedload motion." Water Resour. Res., 45, W04401.
14. Recking, A., Frey, P., Paquier, A., Belleudy, P., and Champagne, J. Y. (2008). "Feedback between bed load and flow resistance in gravel and cobble bed rivers." Water Resour. Res., 44, W05412.
15. Rickenmann, D., and Recking, A. (2011). "Evaluation of flow resistance in gravel-bed rivers through a large field dataset." Water Resour. Res., 47, 1-23.
16. Saldi-Caromile, K., Bates, K., Skidmore, P., Barenti, J., and Pineo, D. (2004). "Stream habitat restoration guidelines: Final draft." Washington Depts. of Fish and Wildlife and Ecology and the U.S. Fish and Wildlife Service, Olympia, WA.
17. Shields, A. (1936). "Anwendung der Aehnlichkeitsmechanik und der turbulenzforschung auf die geschiebebewegung." Technischen Hochschule, Berlin.
18. Shvidchenko, A., Pender, G., and Hoey, T. B. (2001). "Critical shear stress for incipient motion of sand/gravel streambeds." Water Resour. Res., 37(8), 2273.
19. U.S. Army Corps of Engineers (USACE). (1991). "Hydraulic design of flood control channels, EM 1110-2-1601." Washington, DC.
20. Yager, E. M., Kirchner, J. W., and Dietrich, W. E. (2007). "Calculating bed load transport in steep boulder bed channels." Water Resour. Res., 43(W07418), 1-24.