Formula Used:
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The Length of Weir Crest formula calculates the required length of a weir crest based on discharge flow and head measurements. It's derived from Francis formula for suppressed weirs and accounts for both still water head and velocity head.
The calculator uses the formula:
Where:
Explanation: The formula calculates weir length by dividing the discharge by the difference in head terms raised to the 3/2 power, multiplied by the Francis coefficient of 1.84.
Details: Accurate weir crest length calculation is crucial for proper hydraulic design, flow measurement accuracy, and ensuring structural stability in water management systems.
Tips: Enter discharge in m³/s, both head measurements in meters. All values must be positive, and still water head should be greater than velocity head for valid results.
Q1: What is a suppressed weir?
A: A suppressed weir is one where the weir extends across the full width of the channel, preventing end contractions.
Q2: When is this formula applicable?
A: This formula is used for rectangular weirs with suppressed ends under free flow conditions.
Q3: What is velocity head in this context?
A: Velocity head represents the kinetic energy component of the total head, calculated as v²/2g where v is velocity and g is gravity.
Q4: Are there limitations to this equation?
A: The formula assumes ideal flow conditions and may need adjustments for viscosity, surface tension, and approach velocity variations.
Q5: What is the typical range for weir crest lengths?
A: Weir crest lengths vary widely based on application, from small laboratory weirs of 0.1m to large hydraulic structures exceeding 10m.