Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

bust in my scour analysis using HEC-RAS

Status
Not open for further replies.

mricks

Civil/Environmental
Joined
Mar 13, 2009
Messages
11
Location
CA
I am running a HEC-RAS model of two bridges at one crossing and RAS will not calculate scour in this scenario. So I have taken my sections and put a vertical wall at the stagnation point and removed one bridge from the geometry. I then adjust the flow for the single bridge and try to run a scour analysis. The output that RAS is generating makes no sense whatsoever. Any ideas on what could be wrong?

Thanks,
Matt
 
Could you explain a little bit about what you mean "makes no sense whatsoever"? :-)

If by "two bridges" you mean a main bridge and a relief bridge, that's similar to what I do - I cut off the section and run each bridge with its respective flow.

RAS is kind of funny about the parameters you put into the scour analysis - sometimes you must enter a "0" instead of leaving a blank.

Check to make sure your decimal is in the right place for your grain sizes.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top