- 2081 Bhadra · 8 marks
Discharge from current meter at 0.6d, stream gauging data
Short answer
Using the mid-section method with velocity v = 0.32N + 0.032 at 0.6d, discharge is computed as the sum of v × depth × segment width for each vertical. Total Q ≈ 13.17 m³/s.
The data pertaining to a stream gauging operation at a gauging site are given below. The rating equation of the current meter is m/s where N is revolution per second. Calculate the discharge in the stream.
| Distance from right bank (m) | Depth (m) | Revolution of CM at 0.6d | Time (s) |
|---|---|---|---|
| 0 | 0 | 0 | 0 |
| 2 | 0.5 | 80 | 180 |
| 4 | 1.1 | 83 | 120 |
| 6 | 1.95 | 131 | 120 |
| 9 | 2.25 | 139 | 120 |
| 12 | 1.85 | 212 | 120 |
| 15 | 1.75 | 114 | 120 |
| 18 | 1.65 | 109 | 120 |
| 20 | 1.5 | 92 | 120 |
| 22 | 1.25 | 85 | 120 |
| 23 | 0.75 | 70 | 150 |
| 24 | 0 | 0 | 0 |
The mid-section method is used with , where = revolutions / time (rps), at 0.6 d.
| 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 | 212/120 = 1.767 | 0.597 | 3 | 5.550 | 3.315 |
| 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 | 13.172 |
Total area m; mean velocity m/s.
Answer: Discharge .
Note: the reading of 212 revolutions at 12 m is much higher than its neighbours (139 and 114). It has been used as given. If it is a misprint for 121, the discharge would be 11.82 m/s.
✓ Answer checked by Claude Sonnet 5.5
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