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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

K=τcsτcbK = \frac{\tau_{cs}}{\tau_{cb}}

the ratio of the critical shear stress on a side slope (τcs\tau_{cs}) to the critical shear stress on a level bed (τcb\tau_{cb}) for the same material.

Setup

Consider a single sediment particle on a side slope inclined at angle θ\theta to the horizontal. Let the angle of repose of the material be ϕ\phi, the submerged weight of the particle be WsW_s and the area exposed to flow be aa.

Forces on the particle at incipient motion:

  • Weight component down the slope: Wssin⁡θW_s\sin\theta
  • Drag (tractive) force along the flow direction: τs a\tau_s\,a (it acts along the channel axis, that is, at right angles to the first force within the plane of the slope)
  • Normal reaction: Wscos⁡θW_s\cos\theta, giving a resisting force Wscos⁡θtan⁡ϕW_s\cos\theta\tan\phi
   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 (Wssin⁡θ)2+(τsa)2\sqrt{(W_s\sin\theta)^2 + (\tau_s a)^2}. At incipient motion this equals the resisting force:

Wscos⁡θtan⁡ϕ=(Wssin⁡θ)2+(τcs a)2W_s\cos\theta\tan\phi = \sqrt{(W_s\sin\theta)^2 + (\tau_{cs}\,a)^2}

Squaring and solving for τcsa\tau_{cs}a:

(τcsa)2=Ws2cos⁡2θtan⁡2ϕ−Ws2sin⁡2θ(\tau_{cs}a)^2 = W_s^2\cos^2\theta\tan^2\phi - W_s^2\sin^2\theta τcs a=Wscos⁡θtan⁡ϕ1−tan⁡2θtan⁡2ϕ\tau_{cs}\,a = W_s\cos\theta\tan\phi\sqrt{1 - \frac{\tan^2\theta}{\tan^2\phi}}

On a level bed (θ=0\theta = 0) the particle is held only by friction against the drag:

τcb a=Wstan⁡ϕ\tau_{cb}\,a = W_s\tan\phi

Dividing:

K=τcsτcb=cos⁡θ1−tan⁡2θtan⁡2ϕK = \frac{\tau_{cs}}{\tau_{cb}} = \cos\theta\sqrt{1 - \frac{\tan^2\theta}{\tan^2\phi}}

Simplifying with cos⁡2θ(1−tan⁡2θtan⁡2ϕ)=cos⁡2θ−sin⁡2θtan⁡2ϕ\cos^2\theta\left(1 - \dfrac{\tan^2\theta}{\tan^2\phi}\right) = \cos^2\theta - \dfrac{\sin^2\theta}{\tan^2\phi} and using cos⁡2θ=1−sin⁡2θ\cos^2\theta = 1 - \sin^2\theta:

K=1−sin⁡2θsin⁡2ϕ\boxed{K = \sqrt{1 - \frac{\sin^2\theta}{\sin^2\phi}}}

Remarks: K<1K < 1 always, because particles on a slope are helped to move by gravity. K=0K = 0 when θ=ϕ\theta = \phi (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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