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Bazins Formula for Discharge if Velocity is Considered Calculator

Bazins Formula for Discharge if Velocity is Considered:

\[ Q_{Bv} = m \times \sqrt{2 \times g} \times L_w \times H_{Stillwater}^{3/2} \]

(dimensionless)
m/s²
meters
meters

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1. What is Bazins Formula for Discharge if Velocity is Considered?

Bazins Formula for Discharge if Velocity is Considered calculates the discharge rate of fluid flow over a weir, taking into account the velocity of the approaching flow. It provides a more accurate measurement of discharge compared to formulas that neglect velocity effects.

2. How Does the Calculator Work?

The calculator uses the Bazins formula:

\[ Q_{Bv} = m \times \sqrt{2 \times g} \times L_w \times H_{Stillwater}^{3/2} \]

Where:

Explanation: The formula accounts for the energy of the flowing water, incorporating both the static head and the kinetic energy component through the velocity consideration.

3. Importance of Discharge Calculation

Details: Accurate discharge calculation is crucial for hydraulic engineering, water resource management, irrigation system design, and flood control measures. It helps in determining the flow capacity of channels and spillways.

4. Using the Calculator

Tips: Enter Bazins coefficient (typically between 0.4-0.5), acceleration due to gravity (9.8 m/s² standard), length of weir crest, and still water head. All values must be positive and valid.

5. Frequently Asked Questions (FAQ)

Q1: What is the typical range for Bazins coefficient?
A: Bazins coefficient typically ranges from 0.4 to 0.5, depending on the weir geometry and flow conditions.

Q2: Why is velocity consideration important in discharge calculations?
A: Velocity consideration accounts for the kinetic energy of approaching flow, providing more accurate discharge measurements, especially when the approach velocity is significant.

Q3: When should Bazins formula be used instead of other discharge formulas?
A: Bazins formula is particularly useful when the approach velocity is substantial and cannot be neglected, providing more accurate results than formulas that assume still water conditions.

Q4: What are the limitations of Bazins formula?
A: The formula assumes certain weir geometry and flow conditions. It may be less accurate for very low heads, rapidly varying flows, or unconventional weir shapes.

Q5: How does still water head differ from total head?
A: Still water head represents the static water level above the weir crest, while total head includes both the static head and the velocity head component.

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