The simple RAS model did the trick since I was indeed looking at vertical breaks in the section.
I hadn't thought to use the program for a simple investigations like this.
Thanks for the help!
I have cross sectional geometry in the form of x-y station-elevation data as well as a rating curve for the cross section.
Therefore, for a flow that I am interested, I can determine the depth of flow in the cross section.
I need to divide the cross section into three divisions and determine...
