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Diameter Of Pipe Given Hydraulic Gradient Calculator

Formula Used:

\[ D_{pipe} = \left( \frac{v_{avg}}{0.355 \times C \times S^{0.54}} \right)^{1/0.63} \]

m/s

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1. What is the Pipe Diameter Calculation?

The pipe diameter calculation determines the required diameter of a pipe based on average fluid velocity, pipe roughness coefficient, and hydraulic gradient. This is essential for designing efficient fluid transport systems in various engineering applications.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ D_{pipe} = \left( \frac{v_{avg}}{0.355 \times C \times S^{0.54}} \right)^{1/0.63} \]

Where:

Explanation: This formula calculates the required pipe diameter based on flow characteristics and pipe material properties.

3. Importance of Pipe Diameter Calculation

Details: Proper pipe diameter calculation is crucial for optimizing fluid flow, minimizing energy losses, ensuring adequate pressure, and designing cost-effective piping systems in water supply, irrigation, and industrial applications.

4. Using the Calculator

Tips: Enter average velocity in m/s, coefficient of roughness, and hydraulic gradient. All values must be positive numbers for accurate calculation.

5. Frequently Asked Questions (FAQ)

Q1: What is the coefficient of roughness?
A: The coefficient of roughness (C) is a dimensionless parameter that represents the internal surface roughness of the pipe, affecting fluid flow resistance.

Q2: How is hydraulic gradient defined?
A: Hydraulic gradient is the slope of the hydraulic grade line, representing the rate of energy loss per unit length along the pipe.

Q3: What are typical values for pipe roughness coefficients?
A: Roughness coefficients vary by material: PVC (150), new steel (130-150), cast iron (100-130), depending on age and condition.

Q4: What velocity range is typical for pipe flow?
A: Typical velocities range from 0.5-3 m/s for water systems, balancing energy losses and sedimentation concerns.

Q5: Are there limitations to this formula?
A: This formula is specific to certain flow conditions and may not apply to all fluid types or extreme flow regimes.

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