Skip to main content

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 V=(0.32N+0.032)V = (0.32N + 0.032) 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)0246912151820222324
Depth (m)00.51.11.952.251.851.751.651.501.250.750
No. of revolutions080831311391211141099285700
Time (sec)01801201201201201201201201201500

Mid-section method; velocity at 0.6 d is the mean velocity: v=0.32N+0.032v = 0.32N + 0.032 with NN = rev/time (rps).

qi=vi di bi+1−bi−12q_i = v_i\,d_i\,\frac{b_{i+1}-b_{i-1}}{2}
Distance (m)Depth d (m)N = rev/time (rps)v (m/s)Width w (m)Area w dw\,d (m2^2)q=v w dq = v\,w\,d (m3^3/s)
20.580/180 = 0.4440.17421.0000.174
41.183/120 = 0.6920.25322.2000.557
61.95131/120 = 1.0920.3812.54.8751.859
92.25139/120 = 1.1580.40336.7502.718
121.85121/120 = 1.0080.35535.5501.968
151.75114/120 = 0.9500.33635.2501.764
181.65109/120 = 0.9080.3232.54.1251.331
201.592/120 = 0.7670.27723.0000.832
221.2585/120 = 0.7080.2591.51.8750.485
230.7570/150 = 0.4670.18110.7500.136
Total35.37511.825

Total area =35.38= 35.38 m2^2; mean velocity =0.334= 0.334 m/s.

Answer: Discharge Q≈11.82 m3/sQ \approx 11.82\ \text{m}^3/\text{s}.

✓ Answer checked by Claude Sonnet 5.5

All Engineering Hydrology chapter 4 questions →