Methods for estimating the critical shear stress of individual fractions in mixed‐size sediment

Water Resources Research

Volumn 24, Issue 7, 1988, Pages 1127-1135

  Wilcock, Peter R ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

GRAIN SIZE; INITIAL-MOTION METHOD; INITIAL-MOTION METHODS; SHEAR STRESS; TRANSPORT RATE;

EID: 0024219749     PISSN: 00431397     EISSN: 19447973     Source Type: Journal    
DOI: 10.1029/WR024i007p01127     Document Type: Article

References (18)

1. Sediment transport: New approach and analysis
2. Entrainment of gravel from naturally sorted riverbed material
3. Persistence in the size distribution of surficial bed material during an extreme snowmelt flood
4. Threshold of coarse sediment transport in broad and narrow natural streams
5. Erosion and transport of bedload sediment
6. A comparison between Shields' threshold criterion and the movement of loosely packed gravel in a tidal channel
7. Selective grain entrainment by a current from a bed of mixed sizes: A reanalysis
8. Threshold of sediment motion under unidirectional currents
9. Quantitative definition of beginning of bed movement
10. Bedload and size distribution in paved gravel‐bed streams
11. Calculations of the critical shear stress for motion of uniform and heterogeneous sediments
12. Experimental study of incipient motion in mixed‐size sediment