Hello,
I have the following problem. I created in HEC-GeoRas (V4) the required layers:
1. Stream Centerline
2. XS Cut Lines
I use a TIN as a DTM. It is no problem to create the required attributes (topology, lenghts/stations, elevation) for the stream centerline. Likewise no erros appear when...
Thank you very much, blueoak.
I must confess that I did not try it out. I found out that a steady flow model for my problem is absolutely adequate, because of the use of the flood design (Q1000).
This task was given within a lecture of my study. The aim is a preliminary draft for a weir size...
Hello,
I would like to model a dam in HEC-RAS 3.1.3 using unsteady flow.
The upstream boundary has different flows (Q) VS. time. The water level has to be constant, because of a retention water level elevation. Therefore the weir has to be a controlled weir. This means the weir opening has to...
Is there a possibility to import HEC-RAS Geometry files into MIKE11?
HEC-RAS supports importing MIKE11 geometry from an ASCII file.
But conversely is not possible.
MIKE11 has a function to import raw and processed data as an ASCII-file. But the MIKE11 ASCII file differs to the HEC specific...
