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) 7.268 Area (m2) 3.287 Mean Speed (m/s) 0.263 Total Q (m3/s) 0.864 Maximum Measured Depth 1.195 Maximum Measured Speed 1.127 | |||||||||||||||||
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 | 2:40:58 R PM | 0:01:44 | 22.7 | 8.40 | 6.66 | 7.260 | 3.195 | 0.081 | 0.264 | 0.00 | 0.00 | 0.30 | 0.37 | 0.17 | 0.843 | - | 44.4 | |
2 | 2:42:49 L PM | 0:01:40 | 22.6 | 7.97 | 6.45 | 7.050 | 3.315 | 0.080 | 0.273 | 0.00 | 0.00 | 0.31 | 0.39 | 0.21 | 0.904 | - | 42.7 | |
3 | 2:44:37 R PM | 0:01:28 | 22.6 | 7.84 | 5.87 | 6.475 | 2.954 | 0.089 | 0.243 | 0.00 | 0.00 | 0.26 | 0.30 | 0.16 | 0.717 | - | 41.5 | |
4 | 2:46:10 L PM | 0:01:48 | 22.5 | 9.65 | 7.71 | 8.312 | 3.626 | 0.089 | 0.248 | 0.00 | 0.00 | 0.32 | 0.38 | 0.20 | 0.900 | - | 42.2 | |
5 | 2:51:11 L PM | 0:01:50 | 22.5 | 8.65 | 6.64 | 7.244 | 3.346 | 0.079 | 0.285 | 0.00 | 0.00 | 0.35 | 0.38 | 0.23 | 0.954 | - | 39.6 | |
|
| Mean | 22.6 | 8.50 | 6.67 | 7.268 | 3.287 | 0.083 | 0.263 | 0.00 | 0.00 | 0.31 | 0.36 | 0.19 | 0.864 | 0.000 | 42.1 | |
|
| Std Dev | 0.1 | 0.64 | 0.59 | 0.595 | 0.219 | 0.005 | 0.016 | 0.00 | 0.00 | 0.03 | 0.03 | 0.03 | 0.081 | 0.000 | 1.6 | |
|
| COV | 0.0 | 0.076 | 0.089 | 0.082 | 0.066 | 0.056 | 0.059 | 0.000 | 0.000 | 0.094 | 0.091 | 0.131 | 0.094 | 0.000 | 0.037 | |