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How to model a tight s curve in HEC-RAS
Also, if that is correct, how often should I do a new cross section? Thanks!- MNcivil1
- Post #6
- Forum: Storm/Flood engineering
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How to model a tight s curve in HEC-RAS
Thank you all for your help, however I don't think I did a good job in explaining my problem... I have attached a picture for your analysis. The issue as I see it arises at the beginning of the "s curve" this cross section would cut across the entire upland and through the channel twice. If...- MNcivil1
- Post #5
- Forum: Storm/Flood engineering
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How to model a tight s curve in HEC-RAS
Hello, I am trying to model an "s curve" in HEC-RAS, the channel width is about 30 feet and there are 2 "s curves" in about 500 feet. After about the 25 year event the stream comes out of the channel into the overbank. How should I do my cross sections? Does HEC-RAS effectively model this...- MNcivil1
- Thread
- Replies: 11
- Forum: Storm/Flood engineering
