Flood Wave Celerity from the Rating Curve

Also known as flood wave celerity · celerity of a flood wave · c = dQ/dA · c = m V · kinematic wave speed in a river · speed of a flood wave · wave speed from the discharge area rating · how fast does the flood travel down the river · Muskingum-Cunge celerity · rating exponent m · flood wave faster than the water

c=dQdA=m V=m QAc = \frac{dQ}{dA} = m\,V = m\,\frac{Q}{A}
sig figs

Worked example: wide channel, m = 5/3: 10 m3/s over 5 m2 → c = 3.3333 m/s. Press Try an example to run it live, then adjust anything.

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Flood Wave Celerity from the Rating Curve explained

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A flood does not travel at the speed of the water in the river. The rise in flow moves as a wave, and this page gives the speed of that wave, cc, from the channel's rating relation between the discharge QQ and the flow area AA. If the rating is a power curve, Q=xAmQ = x A^{m}, the wave speed is the slope of that curve, c=dQ/dAc = dQ/dA, and the slope works out to mm times the average velocity: c=mQ/A=mVc = m Q/A = m V. So the exponent mm says how many times faster than the water the wave runs.

In the National Engineering Handbook of the Natural Resources Conservation Service (Part 630, chapter 17), the exponent comes from the rating itself: it is the slope of the rating on log-log paper, found from rating table data as in Table 17-13, and it is not allowed to fall below 1.0. For a wide channel with Manning's equation, m=5/3m = 5/3, so a flood wave travels two-thirds faster than the water it is made of. The page's example uses that case: 10 m³/s over 5 m² is water moving at 2 m/s, so the wave runs at 10/3 m/s, or 3.3333 m/s.

The handbook's worked examples use the same relation at a reference discharge. In Example 17-4, m=1.3873m = 1.3873, Q=684.18Q = 684.18 ft³/s and A=220.9A = 220.9 ft² give c=4.297c = 4.297 ft/s, and read backwards the exponent is 1.3874 against the printed 1.3873. In Example 17-5, m=1.0276m = 1.0276, so 3,385.4 ft³/s over 1,956 ft² gives a wave at 1.779 ft/s, only a little faster than the water. In Table 17-13 the rating has m=1.5m = 1.5 for discharges up to 500 ft³/s, and 200 ft³/s goes with 110 ft², so c=1.5×200/110=2.727c = 1.5 \times 200 / 110 = 2.727 ft/s.

Two things limit how far to trust the result. The relation c=mVc = m V holds only as far as the power-law rating Q=xAmQ = x A^{m} holds, so use the exponent over the flows its rating covers; Table 17-13 gives its mm for discharges up to 500 ft³/s. And QQ and AA must belong to the same flow, the reference stage, since cc is the slope of the rating at that point. The wave speed is what the Muskingum-Cunge method needs to find the storage constant and the weighting factor of a reach.

Flood Wave Celerity from the Rating Curve formula

c=dQdA=m V=m QAc = \frac{dQ}{dA} = m\,V = m\,\frac{Q}{A}
Where
  • cc= Flood wave celerity (m/s)
  • mm= Rating exponent
  • QQ= Discharge (m³/s)
  • AA= Flow area (m²)
Where this comes from
  • USDA Natural Resources Conservation Service, National Engineering Handbook, Part 630 Hydrology, Chapter 17 Flood Routing (210-VI-NEH, Amend. 69, April 2014), section 630.1703(e) Definition and significance of m, equations 17-23 to 17-26 (c = dQ/dA = m x A^(m-1) = m Q/A = m V for Q = x A^m; m = 5/3 for a wide channel with Manning's equation, eq. 17-28), 630.1703(f) Calculation of m from rating table data (Table 17-13), and 630.1703(g) step 3, equation 17-31 (c = m Q/A at the reference discharge). Read it
Revised 30 October 2026
Cite this page

formula.expert. (2026, October 30). Flood Wave Celerity from the Rating Curve Calculator. https://formula.expert/solvers/flood-wave-celerity-rating-curve