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Rate of Discharge Formula

Discharge Rate Equation:

\[ Q = A \times v \]

m/s

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1. What is the Rate of Discharge Formula?

The Rate of Discharge Formula (Q = A × v) calculates the volumetric flow rate of fluid through a cross-sectional area. It is fundamental in fluid mechanics for determining flow rates in pipes, channels, and through orifices or weirs.

2. How Does the Calculator Work?

The calculator uses the discharge rate equation:

\[ Q = A \times v \]

Where:

Explanation: The formula calculates the volume of fluid passing through a given cross-section per unit time, essential for hydraulic engineering and fluid system design.

3. Importance of Discharge Rate Calculation

Details: Accurate discharge rate calculation is crucial for designing water supply systems, irrigation channels, drainage systems, and for environmental flow assessments in rivers and streams.

4. Using the Calculator

Tips: Enter cross-sectional area in m², velocity in m/s, and select the desired unit system. All values must be positive. The calculator automatically converts between metric and imperial units.

5. Frequently Asked Questions (FAQ)

Q1: What is the difference between discharge rate and flow rate?
A: Discharge rate specifically refers to volumetric flow rate (volume per time), while flow rate can sometimes refer to mass flow rate in different contexts.

Q2: When is this formula applicable?
A: The formula applies to steady, uniform flow conditions and is commonly used for orifice flow, weir calculations, and pipe/channel flow analysis.

Q3: What are typical units for discharge rate?
A: Metric: m³/s (cubic meters per second), L/s (liters per second). Imperial: cfs (cubic feet per second), gpm (gallons per minute).

Q4: How does cross-sectional shape affect the calculation?
A: The formula works for any cross-sectional shape as long as the area is correctly calculated and velocity is uniform across the section.

Q5: What are the limitations of this formula?
A: Assumes uniform velocity distribution and steady flow conditions. For non-uniform flows, integration methods may be required.

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