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Distance to within 5% of normal depth

Short answer

M1 profile. Normal depth 2.93 m, critical 1.37 m. The depth reaches 5% of normal depth (3.08 m) about 4.85 km upstream of the 3.5 m section using direct step method with two steps.

A wide rectangular channel conveys a discharge of 5 m³/sec with a bed slope of 1 in 3600 with Manning's coefficient (n) = 0.02. If the depth at a section is 3.5 m, determine how far upstream or downstream of the section, the depth would vary within 5% of the normal depth. Find the nature of profile and make calculation with direct step method and take only 2 steps for calculation.

Given: wide rectangular channel, discharge taken as q=5 m2/sq = 5\ \text{m}^2/\text{s} per metre width (a wide channel is analysed per unit width), S0=1/3600S_0 = 1/3600, n=0.02n = 0.02, y=3.5y = 3.5 m. Wide channel: R≈yR \approx y.

Depths

yn=(nqS0)3/5=(0.02×51/60)0.6=60.6=2.930 m,yc=(529.81)1/3=1.366 my_n = \left(\frac{nq}{\sqrt{S_0}}\right)^{3/5} = \left(\frac{0.02 \times 5}{1/60}\right)^{0.6} = 6^{0.6} = 2.930\ \text{m},\qquad y_c = \left(\frac{5^2}{9.81}\right)^{1/3} = 1.366\ \text{m}

Profile type: yn>ycy_n > y_c (mild) and y=3.5>yny = 3.5 > y_n (zone 1), so the profile is M1 (backwater). The depth falls going upstream towards yny_n. The target depth is within 5% of yny_n: 1.05 yn=3.0771.05\,y_n = 3.077 m, which lies upstream of the 3.5 m section.

Direct step method (2 equal steps, Δy=0.2117\Delta y = 0.2117 m), with Sf=n2q2/y10/3S_f = n^2q^2/y^{10/3}:

yy (m)VV (m/s)EE (m)SfS_f (×10−4\times 10^{-4})Sˉf\bar S_f (×10−4\times 10^{-4})S0−SˉfS_0 - \bar S_fΔx\Delta x (m)
3.50001.4293.60401.536
3.28831.5203.40621.8911.7140.0001064-1859
3.07671.6253.21132.3612.1260.0000652-2990
L=1859+2990≈4850 m upstreamL = 1859 + 2990 \approx 4850\ \text{m upstream}

(A finer calculation gives about 4.9 km.)

Answer: M1 profile; the depth comes within 5% of the normal depth about 4.85 km upstream of the 3.5 m section.

✓ Answer checked by Claude Opus 5.5 (high effort)

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