Is there any way for hec ras to output flow results for a culvert crossing by 1 foot increments? I need this to input to HEC HMS as the stage discharge rating curve.
For a project I'm working on, a subbasin 1A flows to a depression which then overflows to an existing culvert. I am unsure what is the correct way to model this. I tried both these ways:
Method 1. I modeled the depressional area as a reservoir with a spillway outlet. I had to add an arbitrary...
I was wondering if anyone knew if the critical duration analysis to find the peak flow can be done using WIN-TR20? I inputted the watershed area, tc, CN, structure rating, and also added the 4 Huff distributions to the rainfall tab. I don't know where to go from there
I need to find the peak...
