HEC-RAS defaulting flow to a critical depth - Kleinschmidt

This topic has 1 reply, 458 voices, and was last updated 9 years, 10 months ago by ValeriiKagalovskyi.

Viewing 2 posts - 1 through 2 (of 2 total)

Author

Posts
October 25, 2015 at 2:38 pm #5916

ValeriiKagalovskyi
Participant

Hi!

I’ve been tried everything i think…
This is the last article I’ve found https://tips4hydraulicmodeling.wordpress.com/2012/10/17/critical-depth-problem-in-hec-ras-model/

But the problem is that i have very difficult angle between cross-sections and HEC cannot to calculate equation between them…

Can someone help me? Thank’s a lot!

October 26, 2015 at 2:59 pm #9541

ValeriiKagalovskyi
Participant

I’ve solved the problem by dividing project for 3 parts. It’s more easy to put together flood plane after.
Author

Posts

Viewing 2 posts - 1 through 2 (of 2 total)

You must be logged in to reply to this topic.