- 2079 Bhadra · 8 marks
Discharge from current meter, V=0.05+0.3N
Short answer
Mid-section method: velocity v = 0.05 + 0.3N (N in rps) measured at 0.6d depth. Segment discharges are v × depth × width between adjacent midpoints. Total discharge Q ≈1.46 m³/s.
The following data is observed on a stream using current meter. The rating equation of current meter is m/s, where N is rev/sec was used to measure the velocity at 0.6 d depth. Calculate the discharge of the stream.
| Distance from bank (m) | 0.8 | 1.6 | 2.4 | 3.0 | 3.6 | 4.2 | 5.0 | 5.8 | 6.6 |
|---|---|---|---|---|---|---|---|---|---|
| Depth (m) | 0.5 | 1.0 | 1.6 | 2.0 | 2.0 | 1.8 | 1.2 | 0.6 | 0.0 |
| No. of rev. | 12 | 23 | 27 | 33 | 32 | 28 | 24 | 14 | - |
| Time (sec) | 48 | 52 | 54 | 58 | 58 | 53 | 50 | 45 | - |
Mid-section method with at 0.6 d ( in rev/s). The first listed vertical is 0.8 m from the bank; the bank itself (0 m, depth 0) is taken as the starting end, and the last vertical at 6.6 m (depth 0) is the opposite bank.
| Distance (m) | Depth d (m) | N = rev/time (rps) | v (m/s) | Width w (m) | Area (m) | (m/s) |
|---|---|---|---|---|---|---|
| 0.8 | 0.5 | 12/48 = 0.250 | 0.125 | 0.8 | 0.400 | 0.050 |
| 1.6 | 1 | 23/52 = 0.442 | 0.183 | 0.8 | 0.800 | 0.146 |
| 2.4 | 1.6 | 27/54 = 0.500 | 0.200 | 0.7 | 1.120 | 0.224 |
| 3 | 2 | 33/58 = 0.569 | 0.221 | 0.6 | 1.200 | 0.265 |
| 3.6 | 2 | 32/58 = 0.552 | 0.216 | 0.6 | 1.200 | 0.259 |
| 4.2 | 1.8 | 28/53 = 0.528 | 0.208 | 0.7 | 1.260 | 0.263 |
| 5 | 1.2 | 24/50 = 0.480 | 0.194 | 0.8 | 0.960 | 0.186 |
| 5.8 | 0.6 | 14/45 = 0.311 | 0.143 | 0.8 | 0.480 | 0.069 |
| Total | 7.420 | 1.461 |
Total area m; mean velocity m/s.
Answer: Discharge .
✓ Answer checked by Claude Sonnet 5.5
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