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Bed Slope Given Bed Shear Stress Calculator

Formula Used:

\[ Slope\ of\ Bed = \frac{Shear\ Stress}{Diameter\ of\ Section \times Specific\ Weight\ of\ Liquid} \] \[ s = \frac{\tau}{d_{section} \times \gamma_f} \]

Pascal
Meter
N/m³

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1. What is Bed Slope Calculation?

The bed slope calculation determines the inclination or gradient of a surface, particularly in fluid mechanics and hydraulic engineering contexts. It's derived from the relationship between shear stress, section diameter, and specific weight of the liquid.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ s = \frac{\tau}{d_{section} \times \gamma_f} \]

Where:

Explanation: The formula calculates the bed slope by dividing the shear stress by the product of section diameter and specific weight of the liquid.

3. Importance of Bed Slope Calculation

Details: Accurate bed slope calculation is crucial for hydraulic engineering, sediment transport studies, river morphology analysis, and designing efficient drainage systems and water channels.

4. Using the Calculator

Tips: Enter shear stress in Pascals, diameter in meters, and specific weight in N/m³. All values must be positive and non-zero for accurate calculation.

5. Frequently Asked Questions (FAQ)

Q1: What is shear stress in fluid mechanics?
A: Shear stress refers to the force per unit area acting parallel to the surface, causing deformation by slippage along planes parallel to the imposed stress.

Q2: How does section diameter affect bed slope?
A: Larger section diameters generally result in smaller bed slopes for the same shear stress and specific weight, as the diameter is in the denominator of the equation.

Q3: What is specific weight of liquid?
A: Specific weight is the weight per unit volume of a substance, typically measured in N/m³, representing the force exerted by gravity on a unit volume.

Q4: When is this calculation typically used?
A: This calculation is commonly used in hydraulic engineering, river engineering, sediment transport studies, and open channel flow analysis.

Q5: Are there limitations to this formula?
A: The formula assumes uniform flow conditions and may need adjustments for complex geometries, turbulent flows, or non-uniform sediment distributions.

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