Resistance Is Not Futile: Grain Resistance Controls on Observed Critical Shields Stress Variations. Issue 12 (15th December 2018)
- Record Type:
- Journal Article
- Title:
- Resistance Is Not Futile: Grain Resistance Controls on Observed Critical Shields Stress Variations. Issue 12 (15th December 2018)
- Main Title:
- Resistance Is Not Futile: Grain Resistance Controls on Observed Critical Shields Stress Variations
- Authors:
- Yager, Elowyn M.
Schmeeckle, Mark W.
Badoux, Alexandre - Abstract:
- Abstract: Estimates of the onset of sediment motion are integral for flood protection and river management but are often highly inaccurate. The critical shear stress ( τ * c ) for grain entrainment is often assumed constant, but measured values can vary by almost an order of magnitude between rivers. Such variations are typically explained by differences in measurement methodology, grain size distributions, or flow hydraulics, whereas grain resistance to motion is largely assumed to be constant. We demonstrate that grain resistance varies strongly with the bed structure, which is encapsulated by the particle height above surrounding sediment (protrusion, p ) and intergranular friction ( ϕ f ). We incorporate these parameters into a novel theory that correctly predicts resisting forces estimated in the laboratory, field, and a numerical model. Our theory challenges existing models, which significantly overestimate bed mobility. In our theory, small changes in p and ϕ f can induce large changes in τ * c without needing to invoke variations in measurement methods or grain size. A data compilation also reveals that scatter in empirical values of τ * c can be partly explained by differences in p between rivers. Therefore, spatial and temporal variations in bed structure can partly explain the deviation of τ * c from an assumed constant value. Given that bed structure is known to vary with applied shear stresses and upstream sediment supply, we conclude that a constant τ * c isAbstract: Estimates of the onset of sediment motion are integral for flood protection and river management but are often highly inaccurate. The critical shear stress ( τ * c ) for grain entrainment is often assumed constant, but measured values can vary by almost an order of magnitude between rivers. Such variations are typically explained by differences in measurement methodology, grain size distributions, or flow hydraulics, whereas grain resistance to motion is largely assumed to be constant. We demonstrate that grain resistance varies strongly with the bed structure, which is encapsulated by the particle height above surrounding sediment (protrusion, p ) and intergranular friction ( ϕ f ). We incorporate these parameters into a novel theory that correctly predicts resisting forces estimated in the laboratory, field, and a numerical model. Our theory challenges existing models, which significantly overestimate bed mobility. In our theory, small changes in p and ϕ f can induce large changes in τ * c without needing to invoke variations in measurement methods or grain size. A data compilation also reveals that scatter in empirical values of τ * c can be partly explained by differences in p between rivers. Therefore, spatial and temporal variations in bed structure can partly explain the deviation of τ * c from an assumed constant value. Given that bed structure is known to vary with applied shear stresses and upstream sediment supply, we conclude that a constant τ * c is unlikely. Values of τ * c are not interchangeable between streams, or even through time in a given stream, because they are encoded with the channel history. Key Points: Grain resisting forces, and not just driving forces, are controlled by protrusion Theories for grain resistance need to move beyond pivot angles and also use protrusion and intergranular friction Temporal and spatial variations in critical Shields stresses may be explained by protrusion rather than other factors … (more)
- Is Part Of:
- Journal of geophysical research. Volume 123:Issue 12(2018)
- Journal:
- Journal of geophysical research
- Issue:
- Volume 123:Issue 12(2018)
- Issue Display:
- Volume 123, Issue 12 (2018)
- Year:
- 2018
- Volume:
- 123
- Issue:
- 12
- Issue Sort Value:
- 2018-0123-0012-0000
- Page Start:
- 3308
- Page End:
- 3322
- Publication Date:
- 2018-12-15
- Subjects:
- sediment transport -- onset of motion -- bed structure
Geomorphology -- Periodicals
551.3 - Journal URLs:
- http://onlinelibrary.wiley.com/journal/10.1002/(ISSN)2169-9011 ↗
http://onlinelibrary.wiley.com/ ↗ - DOI:
- 10.1029/2018JF004817 ↗
- Languages:
- English
- ISSNs:
- 2169-9003
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 4995.004000
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- 23265.xml