That’s because hydraulic radius for the cross section as a whole is not equal to the sum of the hydraulic radii for the LOB, CH, and ROB. When RAS runs it’s computations, it sums the conveyances calculated for each individual sub section (LOB, CH, ROB) to arrive at the total conveyance. Then to get the weighted n value for the whole cross section, RAS takes the entire conveyance and backs out the n value with Manning’s equation. Because the total hydraulic radii is different in these two approaches, the weighted n value will be different.