Research Article
Investigation of Velocity Distribution in Open Channel Flows Based on Conditional Average of Turbulent Structures
Table 1
Summary of the main hydraulic parameters in rectangular channel.
| ā | Slope | Water depth, (m) | Width, (m) | (m) | Aspect ratio, | (m3/s) | (m/s) | (m/s) |
| Run 1 | 0.001 | 0.065 | 0.300 | 0.045 | 4.615 | 0.008 | 0.021 | 0.025 | Run 2 | 0.001 | 0.085 | 0.300 | 0.054 | 3.529 | 0.012 | 0.023 | 0.029 | Run 3 | 0.001 | 0.100 | 0.300 | 0.060 | 3.000 | 0.015 | 0.024 | 0.031 | Run 4 | 0.001 | 0.110 | 0.300 | 0.063 | 2.727 | 0.017 | 0.025 | 0.033 | Run 5 | 0.001 | 0.150 | 0.300 | 0.075 | 2.000 | 0.025 | 0.027 | 0.038 | Run 6 | 0.001 | 0.160 | 0.300 | 0.077 | 1.875 | 0.028 | 0.028 | 0.040 |
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