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Maximum time step, kinematic wave routing

Short answer

For kinematic wave routing, maximum time step from Courant condition Δt≤Δx/c. Normal depth y=0.684 m, velocity V=3.66 m/s, celerity c=5/3 V=6.096 m/s, so Δt_max=246 s (≈4.1 min).

A channel with a width of 40 m, bed slope 2% and Manning's n=0.03n = 0.03 carries a discharge of 100 m3^3/s through a section. If Δx\Delta x is taken as 1500 meters, recommend the maximum time step for kinematic wave routing in this condition. Assume hydraulic radius equal to flow depth.

For an explicit kinematic wave scheme the time step is limited by the Courant condition:

C=c ΔtΔx≤1 ⇒ Δtmax=ΔxcC=\frac{c\,\Delta t}{\Delta x}\le1\ \Rightarrow\ \Delta t_{max}=\frac{\Delta x}{c}

where c=dQ/dAc=dQ/dA is the kinematic wave celerity.

Step 1: Normal depth

With R≈yR\approx y and A=ByA=By, Manning's equation gives

Q=1nBy y2/3S01/2 ⇒ y=(nQBS01/2)3/5=(0.03×10040×0.02)0.6=0.6835 mQ=\frac1nBy\,y^{2/3}S_0^{1/2}\ \Rightarrow\ y=\left(\frac{nQ}{BS_0^{1/2}}\right)^{3/5}=\left(\frac{0.03\times100}{40\times\sqrt{0.02}}\right)^{0.6}=0.6835\ \text{m}

Step 2: Velocity and celerity

V=QBy=10040×0.6835=3.6577 m/sV=\frac{Q}{By}=\frac{100}{40\times0.6835}=3.6577\ \text{m/s}

Since Q=αA5/3Q=\alpha A^{5/3}, c=dQdA=53V=53(3.6577)=6.0962 m/sc=\dfrac{dQ}{dA}=\dfrac53V=\dfrac53(3.6577)=6.0962\ \text{m/s}.

Step 3: Maximum time step

Δtmax=Δxc=15006.0962=246.1 s≈4.1 min\Delta t_{max}=\frac{\Delta x}{c}=\frac{1500}{6.0962}=246.1\ \text{s}\approx4.1\ \text{min}

Answer: the time step should not exceed about 246 s (about 4.1 minutes); a practical choice is slightly less, e.g. 4 minutes (240 s).

✓ Answer checked by Claude Opus 5.5 (high effort)

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