In HEC-RAS, where I have a confluence of a main stream and a major branch, I have a junction. Through the junction editor I have entered the distance from the junction to the two upstream cross-sections, one in each reach. Do I then, when defining those cross-sections, say the downstream...
Greetings, hydrology and hydraulics engineers!
I am modelling a 6x6 reinforced concrete box culvert under a two lane highway in a rapidly urbanizing area. The original FEMA model had some errors in the location of cross-sections 1, 2, 3, and 4 of the culvert model. I have inserted new...
