I have exported storm sewer - manholes and pipes only to SSA for pipe sizing. I have the contributing Q values for each pipe in the run.
In Hydraflow Storm Sewers, I was able to enter the Q values and size pipes and calculate invert elevations.
Can I follow the same procedure in SSA? I have entered the Q values for the pipes, but am stuck with the sizing side of things. Can someone offer some introductory pointers?