1 | 41 | 63.58 | 0.645 | 0.282 | 0.0007 | 40 | 0.2729 | 0.341 |
2 | 51 | 75.25 | 0.678 | 0.425 | 0.0010 | 40 | 0.3306 | 0.341 |
3 | 77.2 | 106.11 | 0.728 | 0.767 | 0.0018 | 40 | 0.3933 | 0.497 |
4 | 113 | 139.07 | 0.813 | 1.467 | 0.0035 | 40 | 0.5125 | 0.632 |
5 | 169 | 173.75 | 0.973 | 2.000 | 0.0047 | 40 | 0.4678 | 0.560 |
6 | 318 | 246.77 | 1.289 | 2.000 | 0.0047 | 40 | 0.2500 | 0.340 |
X = 250 m | 0.991 | 0.999 | 0.997 | 0.80 | −0.14 | |
X = 250 m | 0.999 | 1.000 | 1.000 | 0.12 | −0.13 | |
X = 500 m | 2.022 | 2.140 | 2.173 | 5.52 | 1.52 | |
X = 500 m | 1.442 | 1.448 | 1.437 | 0.43 | −0.71 |
80 m upstream the discharge | |||||
2.2 | 1.5 | 0.6 | 0.0 | ||
420 m downstream the discharge | Left riverbank | ||||
2.5 | 2.0 | 0.6 | 0.0 | ||
Middle of the river's current | |||||
2.5 | 1.5 | 0.5 | 0.0 | ||
Right riverbank | |||||
1.5 | 1.0 | 0.5 | 0.0 |
0.0 | 0.400 | 0.380 | 0.020 | 0.0 | 0.287 | 0.380 | −0.093 | 0.0 | 0.218 | 0.072 | 0.146 |
0.5 | 0.401 | 0.413 | −0.012 | 0.5 | 0.287 | 0.384 | −0.097 | 0.5 | 0.219 | 0.082 | 0.137 |
1.5 | 0.407 | 0.406 | 0.001 | 1.5 | 0.290 | 0.379 | −0.089 | 1.0 | 0.220 | 0.059 | 0.161 |
2.5 | 0.410 | 0.426 | −0.016 | 2.5 | 0.292 | 0.361 | −0.069 | 1.5 | 0.224 | 0.078 | 0.146 |