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Slope of Channel Bottom given Boundary Shear Stress Calculator

Formula Used:

\[ S = \frac{\zeta_0}{\gamma_l \times R_H} \]

Pascal
N/m³
m

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1. What is the Bed Slope Formula?

The Bed Slope formula calculates the slope of the channel bottom based on the shear stress at the wall, liquid specific weight, and hydraulic radius of the channel. It is used in open channel flow calculations for fluid dynamics engineering.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ S = \frac{\zeta_0}{\gamma_l \times R_H} \]

Where:

Explanation: The formula relates the bed slope to the shear stress at the wall and the hydraulic properties of the channel, providing insight into flow characteristics in open channels.

3. Importance of Bed Slope Calculation

Details: Accurate bed slope calculation is crucial for designing efficient drainage systems, irrigation channels, and understanding sediment transport in rivers and canals.

4. Using the Calculator

Tips: Enter shear stress in Pascal, liquid specific weight in N/m³, and hydraulic radius in meters. All values must be positive and valid for accurate results.

5. Frequently Asked Questions (FAQ)

Q1: What is shear stress in fluid dynamics?
A: Shear stress is the force per unit area exerted by the fluid in a direction parallel to the surface, influencing flow resistance and energy loss.

Q2: How does hydraulic radius affect bed slope?
A: A larger hydraulic radius typically results in a smaller bed slope for the same shear stress, indicating more efficient flow conditions.

Q3: What are typical values for liquid specific weight?
A: Water has a specific weight of approximately 9810 N/m³ at standard conditions. Other liquids vary based on density and gravitational acceleration.

Q4: When is this calculation most applicable?
A: This calculation is most applicable to steady, uniform flow conditions in open channels with consistent cross-sectional properties.

Q5: Are there limitations to this formula?
A: The formula assumes uniform flow conditions and may not accurately represent complex flow patterns or channels with varying cross-sections.

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