It would be valid, I think to use actual flow. Over a long enough channel, it would make a difference.
Given a trap. grass swale of b=2, D=1, z=3 and slope =.020, capacity is 11.8 cfs. Full flow yields a Manning's of .063 and v = 2.37.
Same swale with 1 cfs yields a Manning's of .134 and v =...