I know this may be a basic question but I am fairly new to the world of HEC-RAS and have been tasked with designing a channel for my work. One of the tasks that I was told to do was find locations along the channel that may require rock slope protection (RSP) based on the velocity. This includes within the low flow channel and its side benches if the velocity is still high or even on the slopes to the top of embankment. Using the output table I have used the Velocity of Channel column for the low flow channel and was wondering if there is another way to get a velocity profile that can be used for finding velocity throughout varying cross sections?