Self Cleansing Discharge given Hydraulic Mean Depth Ratio evaluator uses Discharge when Pipe is Running Partially Full = Discharge when Pipe is Running Full*((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Area of Partially Full Sewers/Area of Running Full Sewers)*(Hydraulic Mean Depth Ratio)^(1/6)) to evaluate the Discharge when Pipe is Running Partially Full, Self Cleansing Discharge given Hydraulic Mean Depth Ratio is defined as the minimum speed at which fluid must flow in a sewer to prevent sediment deposition and maintain a clear path. Discharge when Pipe is Running Partially Full is denoted by q symbol.
How to evaluate Self Cleansing Discharge given Hydraulic Mean Depth Ratio using this online evaluator? To use this online evaluator for Self Cleansing Discharge given Hydraulic Mean Depth Ratio, enter Discharge when Pipe is Running Full (Q), Roughness Coefficient for Running Full (N), Roughness Coefficient Partially Full (np), Area of Partially Full Sewers (a), Area of Running Full Sewers (A) & Hydraulic Mean Depth Ratio (R) and hit the calculate button.