- 2077 Chaitra · 8 marks
River discharge by mid-section method
Short answer
Using the mid-section method, each vertical strip is 1.2 m wide. Mean velocity is V0.6 for depth ≤0.7 m, else (V0.2+V0.8)/2. Summing width × depth × mean velocity gives discharge = 4.80 m³/s.
Compute the river discharge by mid-section with the help of following data (y is the depth of flow):
| Distance from the left bank (m) | Depth (m) | Velocity at 0.6y (m/s) | Velocity at 0.2y (m/s) | Velocity at 0.8y (m/s) |
|---|---|---|---|---|
| 0 | 0 | - | - | - |
| 1.2 | 0.7 | 0.4 | - | - |
| 2.4 | 1.7 | - | 0.7 | 0.5 |
| 3.6 | 2.5 | - | 0.9 | 0.6 |
| 4.8 | 1.3 | - | 0.6 | 0.4 |
| 6.0 | 0.5 | 0.35 | - | - |
| 7.2 | 0 | - | - | - |
In the mid-section method, each vertical represents a strip extending halfway to its neighbours; here all verticals are 1.2 m apart, so each strip is 1.2 m wide. Mean velocity in a vertical:
- Shallow verticals (one reading):
- Deeper verticals (two readings):
Computation
| Distance (m) | Width (m) | Depth (m) | (m/s) | Area (m²) | ΔQ (m³/s) |
|---|---|---|---|---|---|
| 1.2 | 1.2 | 0.7 | 0.40 | 0.84 | 0.336 |
| 2.4 | 1.2 | 1.7 | (0.7+0.5)/2 = 0.60 | 2.04 | 1.224 |
| 3.6 | 1.2 | 2.5 | (0.9+0.6)/2 = 0.75 | 3.00 | 2.250 |
| 4.8 | 1.2 | 1.3 | (0.6+0.4)/2 = 0.50 | 1.56 | 0.780 |
| 6.0 | 1.2 | 0.5 | 0.35 | 0.60 | 0.210 |
| Total | 8.04 | 4.800 |
(The bank points at 0 and 7.2 m have zero depth and give no flow.)
Answer: River discharge ≈ 4.80 m³/s.
✓ Answer checked by Claude Opus 5.5 (high effort)
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