Q (m3/s) | D (mm) | Upstream of the scour hole average slope | Average slope scour hole downstream |
400.48 | 500 | 1/3 | 1/5 |
345.36 | 500 | 1/3 | 1/5 |
291.34 | 500 | 1/4 | 1/4 |
249.46 | 500 | 1/4 | 1/4 |
400.48 | 300 | 1/5 | 1/6 |
345.36 | 300 | 1/4 | 1/6 |
291.34 | 300 | 1/5 | 1/7 |
249.46 | 300 | 1/3 | 1/5 |
400.48 | 100 | 1/4 | 1/9 |
345.36 | 100 | 1/4 | 1/7 |
291.34 | 100 | 1/4 | 1/8 |
249.46 | 100 | 1/4 | 1/7 |
400.48 | 50 | 1/3 | 1/9 |
345.36 | 50 | 1/4 | 1/8 |
291.34 | 50 | 1/4 | 1/7 |
249.46 | 50 | 1/4 | 1/7 |