Recent content by poopencholie

Isn't it just better to make two reaches at the relevant angles accommodating the bend and then to select the momentum principle in order to calculate head losses?

Thanks... But can you elaborate on "the values of distances for the right and left banks should reflect a bend"

Hello. I am new to HEC-RAS. I have been given a project in which I am to analyse a existing storm water culvert which changes as one goes down the stream. So far everything seems to be pretty self-explanatory with regards to setting up cross-sections and culvert shapes and what not. But I would...