How to Calculate Unprotected Side Slopes Shear Stress Required to Move Single Grain?
Unprotected Side Slopes Shear Stress Required to Move Single Grain calculator uses Critical Shear Stress on Horizontal Bed = Resisting Shear against Movement of Particle*sqrt(1-(sin(Side Slope)^2/sin(Angle of Repose of Soil)^2)) to calculate the Critical Shear Stress on Horizontal Bed, The Unprotected Side Slopes Shear Stress Required to Move Single Grain formula is defined as the product of shear stress required to move a similar grain to the square root of the ratio of side slope and angle of repose. Critical Shear Stress on Horizontal Bed is denoted by ζc' symbol.
How to calculate Unprotected Side Slopes Shear Stress Required to Move Single Grain using this online calculator? To use this online calculator for Unprotected Side Slopes Shear Stress Required to Move Single Grain, enter Resisting Shear against Movement of Particle (ζc), Side Slope (θ) & Angle of Repose of Soil (Φ) and hit the calculate button. Here is how the Unprotected Side Slopes Shear Stress Required to Move Single Grain calculation can be explained with given input values -> 3.1E-6 = 5.437*sqrt(1-(sin(0.785398163397301)^2/sin(1.0471975511964)^2)).