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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)
00---
1.20.70.4--
2.41.7-0.70.5
3.62.5-0.90.6
4.81.3-0.60.4
6.00.50.35--
7.20---

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): Vˉ=V0.6y\bar{V} = V_{0.6y}
  • Deeper verticals (two readings): Vˉ=(V0.2y+V0.8y)/2\bar{V} = (V_{0.2y} + V_{0.8y})/2

Computation

Distance (m)Width (m)Depth (m)Vˉ\bar{V} (m/s)Area (m²)ΔQ (m³/s)
1.21.20.70.400.840.336
2.41.21.7(0.7+0.5)/2 = 0.602.041.224
3.61.22.5(0.9+0.6)/2 = 0.753.002.250
4.81.21.3(0.6+0.4)/2 = 0.501.560.780
6.01.20.50.350.600.210
Total8.044.800

(The bank points at 0 and 7.2 m have zero depth and give no flow.)

Q=∑wi yi Vˉi=4.80 m3/sQ = \sum w_i\,y_i\,\bar{V}_i = 4.80\ \text{m}^3/\text{s}

Answer: River discharge ≈ 4.80 m³/s.

✓ Answer checked by Claude Opus 5.5 (high effort)

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