Villemonte Formula:
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The Villemonte Formula is used to calculate the submerged discharge over a weir. It accounts for the reduction in flow rate when the downstream water level rises above the weir crest, creating submerged flow conditions.
The calculator uses the Villemonte formula:
Where:
Explanation: The formula calculates the reduced discharge when a weir becomes submerged, accounting for the ratio of downstream to upstream head and the head exponent.
Details: Accurate calculation of submerged flow is crucial for hydraulic engineering, flood control, irrigation systems, and water resource management when weirs operate under submerged conditions.
Tips: Enter free flow discharge in m³/s, water surface elevations in meters, and the head exponent. All values must be positive, with upstream elevation greater than downstream elevation for meaningful results.
Q1: When is a weir considered submerged?
A: A weir is considered submerged when the downstream water level rises above the weir crest, affecting the discharge characteristics.
Q2: What is the typical range for the head exponent?
A: The head exponent typically ranges from 1.5 to 3.0, depending on the weir shape and flow conditions.
Q3: How accurate is the Villemonte formula?
A: The Villemonte formula provides good accuracy for most practical engineering applications involving submerged weir flow.
Q4: Can this formula be used for all weir types?
A: The formula is generally applicable to various weir types, though specific coefficients may vary slightly depending on weir geometry.
Q5: What happens when H2/H1 approaches 1?
A: As the downstream head approaches the upstream head, the submerged discharge approaches zero, indicating complete submergence.