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Derive tractive force ratio (shear reduction factor)
Short answer
The tractive force ratio K is the ratio of critical shear stress on a side slope to that on a level bed. By balancing the submerged weight component down the slope, the flow drag, and the frictional resistance, one obtains K = √(1 − sin²θ / sin²φ) where θ is the side slope angle and φ the angle of repose.
Derive an expression for the shear stress reduction factor or tractive force ratio K in the case of mobile boundary channel in terms of side slope angle and angle of repose of the sediment.
The shear stress reduction factor (tractive force ratio) is
the ratio of the critical shear stress on a side slope () to the critical shear stress on a level bed () for the same material.
Setup
Consider a single sediment particle on a side slope inclined at angle to the horizontal. Let the angle of repose of the material be , the submerged weight of the particle be and the area exposed to flow be .
Forces on the particle at incipient motion:
- Weight component down the slope:
- Drag (tractive) force along the flow direction: (it acts along the channel axis, that is, at right angles to the first force within the plane of the slope)
- Normal reaction: , giving a resisting force
cross-section of the side slope (flow is into the page)
o particle
\ .
v . Ws sin(theta) acts down the slope
.
. theta
----------------------------- horizontal
Drag tau_s * a acts into the page (along the flow)
Derivation
The two driving forces are at right angles, so their resultant is . At incipient motion this equals the resisting force:
Squaring and solving for :
On a level bed () the particle is held only by friction against the drag:
Dividing:
Simplifying with and using :
Remarks: always, because particles on a slope are helped to move by gravity. when (the slope itself is at the angle of repose), so the side slope must be flatter than the angle of repose.
✓ Answer checked by Claude Opus 5.5 (high effort)
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