Slope Transition Lab
Explore how changes in bed slope, boundary water levels and discharge shift hydraulic control in open-channel flow.
About this model
Scientific basis
\[
\frac{dy}{dx}=\frac{S_0-S_f}{1-\mathrm{Fr}^2}, \qquad
S_f=\frac{n^2Q^2}{A^2R^{4/3}}
\]
- Chow, V. T. (1959). Open-Channel Hydraulics. McGraw-Hill.
- Henderson, F. M. (1966). Open Channel Flow. Macmillan.