HEC-RAS 2D Sediment Data ad Output

This is the "input - output" talk from a 2D sediment workshop we did in December 2021.
The workshop was funded by the USACE Flood and Coastal R&D program and these videos were funded by the HH&C SET program (The Science and Engineering Technology program of the Hydrology, Hydraulic and Coastal Community of Practice in the USACE).
I am putting the whole class up here as I edit it:
www.hec.usace....

[@davidedimauro4804]

Quality! Thank you!
Feedback: Although it becomes super clear after a while, an average user might still be confused when at 16:07 map layers are discussed in the Mapper in my opinion. I think just simply changing the verb will greatly improve foolproofness. For example changing to "Import a New RAS Layer" subconsciously suggests the calling for an existing shapefile in my head, and "Create an Empty RAS Layer" induces the making of a one. :)

[@carlosbunay6796]

Hello, Thanks for the video. I'd like to know the HEC-RAS limitations. When we simulate sediment transport, usually we have rivers with steep slopes ( greather than 4%). Which is the max bed slope of the channel that HEC-RAS could handle? could you help me with this question please?

[@abinettsegaye9545]

please, add some videos' about dam breach modeling and downstream flood inundation mapping for ungagged rivers using HECRAS 6.1

[@abinettsegaye9545]

Please, show us how can we insert surveying data into ECRAS or HECGEORAS and dam breach modeling using this software