If the existing or proposed channel I'm modeling (with steady flow condition) has a mix of mild and steep ground slopes, which flow regime shall I use in order to predict the possible water depths along the channel?
Subcritical
Supercritical
Mixed
I tried to compare the output results of each...
Hello everyone, I have 3 questions and I'll greatly appreciate if you can help me out on this:
1. I would like know if you can create a channel model with different surface material on HEC-RAS software?
I have attached an image showing a section of the channel with a steel sheet pile on one...
I've been practicing road design for quite some time now and along with it is the road drainage design for urban areas. But majority of my work in drainage requires me to use only rational method because most of the projects are residential subdivisions with small commercial areas and parks...
First of all, I'm practicing hydraulics for quite a few months now. Only recently I had a hard time doing calculations manually or in an excel spreadsheet. I need to calculate or check the HGL or EGL of my storm water system that uses circular pipes and box culverts in a very large network.(i.e...
