Abstract
The amplification of supercritical waves in steep channels is examined analytically using a one-dimensional dynamic solution of the Saint-Venant equations. Existing methods were modified to describe the amplification of surface waves over a normalized channel length rather than over a single wavelength. The results are strikingly different, and a generalized graph shows that short waves amplify the most over a fixed channel length. The maximum amplification parameter over a normalized channel length is 0.53 when F=3.44. Applications to the flood drainage channel F1 in Las Vegas indicate that the amplitude of waves shorter than 100 m would increase by 65% over a channel length of 543 m. These theoretical results await field verification. Supercritical waves could be dampened by increasing channel roughness to reduce the Froude number below 1.5.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 656-661 |
| Number of pages | 6 |
| Journal | Journal of Hydraulic Engineering |
| Volume | 136 |
| Issue number | 9 |
| DOIs | |
| State | Published - Aug 13 2010 |
Keywords
- Supercritical flow
- Surface waves
- Wave propagation
ASJC Scopus subject areas
- Civil and Structural Engineering
- Water Science and Technology
- Mechanical Engineering
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