V-Notch Weir Flow Rate Analysis
Problem Statement
Compute the flow rate if the measured head above the bottom of the V-notch is 35cm, when θ = 60° and Cd = 0.6. If the flow is wanted within an accuracy of 2%, what are the limiting values of the head?
Given Data
| Measured head (H) | 35 cm = 0.35 m |
| V-notch angle (θ) | 60° |
| Discharge coefficient (Cd) | 0.6 |
| Required accuracy | ±2% |
| Acceleration due to gravity (g) | 9.81 m/s2 |
1. Flow Rate Calculation
For a V-notch weir, the discharge equation is:
Substituting the values:
Evaluating step by step:
2. Determining Head Limits for 2% Accuracy
With ±2% error in the flow rate:
Rearranging the weir equation to solve for H:
For upper limit of head (H1):
For lower limit of head (H2):
Conclusion
Based on the analysis of the 60° V-notch weir:
1. The flow rate with a head of 0.35 m is 0.059 m3/s (59 liters/s).
2. To maintain a flow accuracy of ±2%:
- The upper head limit is 0.352 m (35.2 cm)
- The lower head limit is 0.346 m (34.6 cm)
This demonstrates the sensitivity of V-notch weirs to head measurements. A variation of only ±3 mm in the head measurement results in a 2% change in the calculated flow rate.

