Self Cleansing Velocity using Ratio of Bed Slope evaluator uses Velocity in a Partially Running Sewer = Velocity While Running Full*((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(2/3)*sqrt(Bed Slope Ratio)) to evaluate the Velocity in a Partially Running Sewer, The Self Cleansing Velocity using Ratio of Bed Slope is defined as the minimum speed at which fluid must flow in a sewer to prevent sediment deposition and maintain a clear path. Velocity in a Partially Running Sewer is denoted by Vs symbol.
How to evaluate Self Cleansing Velocity using Ratio of Bed Slope using this online evaluator? To use this online evaluator for Self Cleansing Velocity using Ratio of Bed Slope, enter Velocity While Running Full (V), Roughness Coefficient for Running Full (N), Roughness Coefficient Partially Full (np), Hydraulic Mean Depth for Partially Full (rpf), Hydraulic Mean Depth while Running Full (Rrf) & Bed Slope Ratio (S) and hit the calculate button.