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GVF in 12 m wide channel, 2 steps

Short answer

The profile is M2 (drawdown). Using the direct step method with two steps, the depth of 2 m is found approximately 640 m upstream of the section where depth is 1.5 m.

A rectangular channel conveying a discharge of 30 m³/sec is 12 m wide with a bed slope 1 in 6000 and having Manning's n = 0.025. The depth of flow at a section is 1.5 m. Find how far upstream or downstream of this section the depth of flow will be 2 m. Find also the types of profile. Use direct step method for calculation and take only two steps for calculation.

Given: Q=30 m3/sQ = 30\ \text{m}^3/\text{s}, b=12b = 12 m, S0=1/6000S_0 = 1/6000, n=0.025n = 0.025, y=1.5y = 1.5 m at a section. Find the distance to y=2y = 2 m with 2 steps.

Depths

q=2.5 m2/s,yc=(2.529.81)1/3=0.860 m,yn=3.034 m (Manning, R=A/P)q = 2.5\ \text{m}^2/\text{s},\quad y_c = \left(\frac{2.5^2}{9.81}\right)^{1/3} = 0.860\ \text{m},\quad y_n = 3.034\ \text{m}\ (\text{Manning, } R = A/P)

Profile type: yn>ycy_n > y_c (mild), and yn>y>ycy_n > y > y_c (zone 2), so the profile is M2 (drawdown). The depth rises upstream, so the 2 m section is upstream of the 1.5 m section.

Direct step method (2 steps, Δy=0.25\Delta y = 0.25 m):

E=y+V22g,Sf=n2V2R4/3,Δx=E2−E1S0−SˉfE = y + \frac{V^2}{2g},\quad S_f = \frac{n^2V^2}{R^{4/3}},\quad \Delta x = \frac{E_2 - E_1}{S_0 - \bar S_f}
yy (m)RR (m)VV (m/s)EE (m)SfS_fSˉf\bar S_fS0−SˉfS_0 - \bar S_fΔx\Delta x (m)
1.501.2001.6671.64160.001360
1.751.3551.4291.85400.0008500.001105-0.000938-226.1
2.001.5001.2502.07960.0005700.000710-0.000543-415.4
L=226.1+415.4≈641.6 m upstreamL = 226.1 + 415.4 \approx 641.6\ \text{m upstream}

(A finer calculation gives about 676 m.)

Answer: M2 profile; the depth is 2 m about 640 m upstream of the section where it is 1.5 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

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