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Linear kinematic wave, 30 m channel

Short answer

From Manning with P≈B, representative Q=22 m³/s gives y=0.320 m, V=2.29 m/s, celerity c=3.82 m/s, C=1.91. Using linear kinematic wave four-point scheme: Q_{i+1}^{n+1}=20+(1-1.91)/(1+1.91)*(18-28)=23.13 m³/s.

For a 30 m wide and 0.015 bed slope rectangular channel the following flow rates are given: Qin=20Q_i^n = 20 m3^3/s, Qin+1=28Q_i^{n+1} = 28 m3^3/s and Qi+1n=18Q_{i+1}^n = 18 m3^3/s. Taking Manning's n=0.025n = 0.025, Δx=1200\Delta x = 1200 m and Δt=10\Delta t = 10 min, determine Qi+1n+1Q_{i+1}^{n+1} using the finite difference scheme for the linear kinematic wave model. Assume lateral inflow to be zero. Take wetted perimeter approximately equal to the width of the channel.

The linear kinematic wave equation ∂Q∂t+c∂Q∂x=0\dfrac{\partial Q}{\partial t}+c\dfrac{\partial Q}{\partial x}=0 is solved with the second-order four-point scheme using the three known values Qin, Qin+1, Qi+1nQ_i^n,\ Q_i^{n+1},\ Q_{i+1}^n.

Step 1: Celerity (wide channel, P≈BP\approx B)

Manning: Q=1nS01/2B y5/3Q=\dfrac{1}{n}S_0^{1/2}B\,y^{5/3} (with A=ByA=By, R≈yR\approx y). A representative discharge is taken as the mean of the three known values: Q=(20+28+18)/3=22Q=(20+28+18)/3=22 m3^3/s.

y=(nQS01/2B)3/5=0.3200 m,V=QBy=2.2918 m/sy=\left(\frac{nQ}{S_0^{1/2}B}\right)^{3/5}=0.3200\ \text{m},\qquad V=\frac{Q}{By}=2.2918\ \text{m/s} c=dQdA=53V=3.8197 m/s,C=cΔtΔx=3.8197×6001200=1.9099c=\frac{dQ}{dA}=\frac53V=3.8197\ \text{m/s},\qquad C=\frac{c\Delta t}{\Delta x}=\frac{3.8197\times600}{1200}=1.9099

Step 2: Scheme

Qin+1+Qi+1n+1−Qin−Qi+1n2Δt+c Qi+1n+1+Qi+1n−Qin+1−Qin2Δx=0\frac{Q_i^{n+1}+Q_{i+1}^{n+1}-Q_i^n-Q_{i+1}^n}{2\Delta t}+c\,\frac{Q_{i+1}^{n+1}+Q_{i+1}^n-Q_i^{n+1}-Q_i^n}{2\Delta x}=0 Qi+1n+1=Qin+1−C1+C(Qi+1n−Qin+1)Q_{i+1}^{n+1}=Q_i^n+\frac{1-C}{1+C}\left(Q_{i+1}^n-Q_i^{n+1}\right)

Step 3: Substitution

Qi+1n+1=20+1−1.90991+1.9099(18−28)=20+(−0.3127)(−10)=23.13 m3/sQ_{i+1}^{n+1}=20+\frac{1-1.9099}{1+1.9099}(18-28)=20+(-0.3127)(-10)=23.13\ \text{m}^3/\text{s}

Answer: Qi+1n+1≈23.13Q_{i+1}^{n+1}\approx23.13 m3^3/s. (Because C>1C>1 the four-point scheme is still stable, as it is unconditionally stable; the value depends on the celerity assumed, here from the mean of the known flows.)

✓ Answer checked by Claude Opus 5.5 (high effort)

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