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For a given flow rate through a given type and size of pipe, the pressure drop is linear in the length. So if you have a table for allowable lengths for say a 1/2" pressure drop and a given flow rate, you can just quadruple the lengths for 2" pressure drop. Or if you have a table for allowable flow rates for 1/2" pressure drop and a given length (the way the IFGC makes the tables), you can just use 1/4 your actual length.Using the longest length method and the branch length was no bueno because the tables don't provide data for a 2" pressure drop.
This is mostly an effect of discrete pipe sizes, and that the branch length method doesn't provide any allowance for a larger than proportional pressure drop on a given length of pipe when the upstream portion has been sized to provide less than proportional pressure drop due to the discreteness of pipe sizes.The exercise bolstered my faith in the table methods for sizing as being extremely conservative
Online commentary or printed or both?BTW, the code commentary has a significant misprint in the formula in their simple explanation of how to calculate the data, which slowed me down until I realized it. How do commentary errors get fixed?