Abstract
In this paper, the systematic longitudinal turbulent intensity measurements of flow in a gravel open-channel have been conducted with a highly accurate one-dimensional LDA-system. The channel bed was roughened with gravels of uniform and non-uniform diameters respectively, and a wide range of H /Ks were considered. In comparison with the smooth bed results, it was found that the bed roughness makes the flow turbulence become well-distributed in the region near the bed and in the case of small H jK% values. With regard to the flow over a non-uniform gravel bed, only the flow region below the maximum gravels is affected by the rough bed, and outside this region, the turbulent intensity distributions could collapse on to a single curve.
| Original language | English |
|---|---|
| Pages (from-to) | 89-98 |
| Number of pages | 10 |
| Journal | Journal of Hydraulic Research/De Recherches Hydrauliques |
| Volume | 31 |
| Issue number | 1 |
| DOIs | |
| State | Published - Jan 1993 |
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