How to Calculate Self Cleansing Discharge given Hydraulic Mean Depth Ratio?
Self Cleansing Discharge given Hydraulic Mean Depth Ratio calculator uses Discharge when pipe is running partially full = Discharge when pipe is running full*((Roughness coefficient full/Roughness coefficient partially full)*(Area of cross-section/Area of cross-section of pipe)*(Hydraulic mean depth ratio)^(1/6)) to calculate the Discharge when pipe is running partially full, Self Cleansing Discharge given Hydraulic Mean Depth Ratio defined as minimum discharge needed to prevent formation of separated dunes in pipes. Discharge when pipe is running partially full is denoted by q symbol.
How to calculate Self Cleansing Discharge given Hydraulic Mean Depth Ratio using this online calculator? To use this online calculator for Self Cleansing Discharge given Hydraulic Mean Depth Ratio, enter Discharge when pipe is running full (Q), Roughness coefficient full (N), Roughness coefficient partially full (n), Area of cross-section (a), Area of cross-section of pipe (A) & Hydraulic mean depth ratio (rR) and hit the calculate button. Here is how the Self Cleansing Discharge given Hydraulic Mean Depth Ratio calculation can be explained with given input values -> 10.08137 = 5*((0.97/0.9)*(5/3)*(2)^(1/6)).