Formula Used:
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The Head Over Crest calculation determines the height of water above the crest of a weir for a given discharge without considering velocity. This is essential in hydraulic engineering for designing and analyzing weir structures.
The calculator uses the formula:
Where:
Explanation: This formula calculates the water height above the weir crest based on discharge rate, discharge coefficient, gravitational acceleration, and weir length.
Details: Accurate head calculation is crucial for proper weir design, flood control management, irrigation system planning, and hydraulic structure analysis.
Tips: Enter discharge in m³/s, coefficient of discharge, gravitational acceleration in m/s² (default 9.8), and weir length in meters. All values must be positive.
Q1: What is Francis Discharge with Suppressed End?
A: It's the discharge rate over a weir without end contractions, where the weir spans the full width of the channel.
Q2: What are typical values for Coefficient of Discharge?
A: For sharp-crested weirs, Cd typically ranges from 0.60 to 0.75, depending on weir geometry and flow conditions.
Q3: Why is gravitational acceleration important?
A: Gravity drives the flow over the weir, so accurate gravitational acceleration value is essential for precise calculations.
Q4: When should this formula be used?
A: This formula applies to suppressed weirs (no end contractions) with free flow conditions and negligible approach velocity.
Q5: What are the limitations of this calculation?
A: The formula assumes ideal conditions and may need adjustment for submerged weirs, significant approach velocity, or non-standard weir shapes.