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Depth for maximum velocity in circular channel

Short answer

For a circular channel flowing partly full, theoretical depth for maximum velocity is y≈0.81d, found by maximizing hydraulic radius (tanθ=θ, θ≈257.5°). At this depth, velocity is 1.103 times full-flow velocity and discharge is 0.960 times full-pipe discharge.

Find an expression for the theoretical depth for maximum velocity in a closed circular channel in terms of the diameter d. Compare the discharge at maximum velocity with that when the channel is running full, assuming that the Chezy's coefficient is unaltered, and the pressure remains atmospheric.

Geometry of a partly full circular channel

Let θ\theta be the angle (radians) subtended at the centre by the wetted arc, dd the diameter and yy the depth.

A=d28(θ−sin⁡θ),P=d θ2,R=AP=d4(1−sin⁡θθ),y=d2(1−cos⁡θ2)A=\frac{d^2}{8}(\theta-\sin\theta),\qquad P=\frac{d\,\theta}{2},\qquad R=\frac{A}{P}=\frac d4\left(1-\frac{\sin\theta}{\theta}\right),\qquad y=\frac d2\left(1-\cos\frac\theta2\right)
    ___
  /  |  \      y = depth
 |   |th |     th = angle at centre
  \  | _/      subtended by wetted arc
    ---

Depth for maximum velocity

Chezy: V=CRS0V=C\sqrt{RS_0}. With CC and S0S_0 constant, VV is maximum when RR is maximum:

dRdθ=d4[−θcos⁡θ−sin⁡θθ2]=0  ⇒  θcos⁡θ=sin⁡θ  ⇒  tan⁡θ=θ\frac{dR}{d\theta}=\frac d4\left[-\frac{\theta\cos\theta-\sin\theta}{\theta^2}\right]=0\;\Rightarrow\;\theta\cos\theta=\sin\theta\;\Rightarrow\;\tan\theta=\theta

Solving by trial, θ=4.4934\theta=4.4934 rad =257.45∘=257.45^\circ (the root between π\pi and 2π2\pi).

y=d2(1−cos⁡θ2)=d2(1−cos⁡128.73∘)=0.8128 dy=\frac d2\left(1-\cos\frac{\theta}{2}\right)=\frac d2\left(1-\cos 128.73^\circ\right)=0.8128\,d

So the depth for maximum velocity is y≈0.81 dy\approx0.81\,d.

Discharge comparison with full flow

At maximum velocity: A=d28(θ−sin⁡θ)=0.6837 d2A=\dfrac{d^2}{8}(\theta-\sin\theta)=0.6837\,d^2 and R=0.3043 dR=0.3043\,d.

Running full: Af=π4d2=0.7854 d2A_f=\dfrac{\pi}{4}d^2=0.7854\,d^2, Rf=d4=0.25 dR_f=\dfrac d4=0.25\,d.

VmaxVf=RRf=0.30430.25=1.1033\frac{V_{max}}{V_f}=\sqrt{\frac{R}{R_f}}=\sqrt{\frac{0.3043}{0.25}}=1.1033 QVmaxQf=ARAfRf=0.68370.30430.78540.25=0.9604\frac{Q_{V_{max}}}{Q_f}=\frac{A\sqrt R}{A_f\sqrt{R_f}}=\frac{0.6837\sqrt{0.3043}}{0.7854\sqrt{0.25}}=0.9604

Answer: depth for maximum velocity =0.81 d=0.81\,d; velocity is 1.103 times the full-flow velocity, and the discharge is 0.960 times (about 96.0% of) the full-pipe discharge. So the maximum velocity occurs at a discharge slightly less than the full-flow value.

✓ Answer checked by Claude Opus 5.5 (high effort)

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