- 2067 Shrawan (old course) · 10 marks
Discharge from current meter at 0.6 depth
Short answer
Using mid-section method with v=0.32N+0.032 m/s, discharge per segment as v·depth·width. Total Q ≈ 11.82 m^3/s.
The following are the data obtained from a stream gauging station. A current meter with a calibration equation m/s where N = revolutions per second, was used to measure the velocity at 0.6 depth. Calculate the discharge in the stream.
| Distance from right bank (m) | 0 | 2 | 4 | 6 | 9 | 12 | 15 | 18 | 20 | 22 | 23 | 24 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Depth (m) | 0 | 0.5 | 1.1 | 1.95 | 2.25 | 1.85 | 1.75 | 1.65 | 1.50 | 1.25 | 0.75 | 0 |
| No. of revolutions | 0 | 80 | 83 | 131 | 139 | 121 | 114 | 109 | 92 | 85 | 70 | 0 |
| Time (sec) | 0 | 180 | 120 | 120 | 120 | 120 | 120 | 120 | 120 | 120 | 150 | 0 |
Mid-section method; velocity at 0.6 d is the mean velocity: with = rev/time (rps).
| Distance (m) | Depth d (m) | N = rev/time (rps) | v (m/s) | Width w (m) | Area (m) | (m/s) |
|---|---|---|---|---|---|---|
| 2 | 0.5 | 80/180 = 0.444 | 0.174 | 2 | 1.000 | 0.174 |
| 4 | 1.1 | 83/120 = 0.692 | 0.253 | 2 | 2.200 | 0.557 |
| 6 | 1.95 | 131/120 = 1.092 | 0.381 | 2.5 | 4.875 | 1.859 |
| 9 | 2.25 | 139/120 = 1.158 | 0.403 | 3 | 6.750 | 2.718 |
| 12 | 1.85 | 121/120 = 1.008 | 0.355 | 3 | 5.550 | 1.968 |
| 15 | 1.75 | 114/120 = 0.950 | 0.336 | 3 | 5.250 | 1.764 |
| 18 | 1.65 | 109/120 = 0.908 | 0.323 | 2.5 | 4.125 | 1.331 |
| 20 | 1.5 | 92/120 = 0.767 | 0.277 | 2 | 3.000 | 0.832 |
| 22 | 1.25 | 85/120 = 0.708 | 0.259 | 1.5 | 1.875 | 0.485 |
| 23 | 0.75 | 70/150 = 0.467 | 0.181 | 1 | 0.750 | 0.136 |
| Total | 35.375 | 11.825 |
Total area m; mean velocity m/s.
Answer: Discharge .
✓ Answer checked by Claude Sonnet 5.5
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