Discharge Calculation Settings | Discharge Results | |||||||||||||||||
Track Reference Bottom-Track Left Method Sloped Bank Depth Reference Vertical Beam Right Method Sloped Bank Coordinate System ENU Top Fit Type Power Fit Bottom Fit Type Power Fit Start Gauge Height (m) 0.00 End Gauge Height (m) 0.00 | Width (m) 7.168 Area (m2) 7.821 Mean Speed (m/s) 0.208 Total Q (m3/s) 1.240 Maximum Measured Depth 1.954 Maximum Measured Speed 1.200 | |||||||||||||||||
Measurement Results | ||||||||||||||||||
Tr |
| Time | Distance | Mean Vel | Discharge | % | ||||||||||||
# | Time | Duration | Temp. | Track | DMG | Width | Area | Boat | Water | Left | Right | Top | Middle | Bottom | Total | MB Total | Measured | |
1 | 1:45:26 L PM | 0:03:33 | 23.1 | 17.15 | 8.36 | 8.961 | 9.414 | 0.081 | 0.143 | 0.00 | 0.01 | 0.13 | 0.99 | 0.21 | 1.348 | - | 73.5 | |
2 | 1:49:13 R PM | 0:03:42 | 23.1 | 8.75 | 6.26 | 6.863 | 9.016 | 0.039 | 0.142 | 0.00 | 0.00 | 0.13 | 0.94 | 0.21 | 1.278 | - | 73.5 | |
3 | 1:53:22 L PM | 0:03:18 | 22.9 | 10.41 | 5.71 | 6.314 | 8.315 | 0.053 | 0.145 | 0.00 | 0.00 | 0.11 | 0.89 | 0.20 | 1.206 | - | 73.7 | |
4 | 1:56:56 R PM | 0:03:02 | 23.0 | 10.40 | 6.98 | 7.582 | 9.071 | 0.057 | 0.149 | 0.00 | 0.00 | 0.13 | 0.96 | 0.26 | 1.351 | - | 71.2 | |
5 | 2:00:16 L PM | 0:04:21 | 22.8 | 13.43 | 6.26 | 6.863 | 8.949 | 0.051 | 0.120 | 0.00 | −0.01 | 0.09 | 0.90 | 0.10 | 1.071 | - | 82.4 | |
6 | 2:07:58 R PM | 0:03:22 | 23.0 | 9.72 | 5.83 | 6.427 | 2.159 | 0.048 | 0.549 | 0.00 | 0.00 | 0.12 | 0.88 | 0.19 | 1.185 | - | 74.2 | |
|
| Mean | 23.0 | 11.64 | 6.57 | 7.168 | 7.821 | 0.055 | 0.208 | 0.00 | 0.00 | 0.12 | 0.93 | 0.19 | 1.240 | 0.000 | 74.7 | |
|
| Std Dev | 0.1 | 2.85 | 0.90 | 0.899 | 2.553 | 0.013 | 0.153 | 0.00 | 0.01 | 0.02 | 0.04 | 0.05 | 0.098 | 0.000 | 3.5 | |
|
| COV | 0.0 | 0.245 | 0.137 | 0.125 | 0.326 | 0.231 | 0.735 | 2.925 | 4.053 | 0.132 | 0.045 | 0.248 | 0.079 | 0.000 | 0.047 | |