HEC-RAS Version 5.0 Suggestions/Comments

If while testing/using HEC-RAS Version 5.0 beta, you come up with some suggestions for improvements or if you have any comments, please post them here.
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Topics (87)
Replies Last Post Views
Defaulting to critical depth through a bridge by Yair Simonson
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by Yair Simonson
"Geometry File -> Tables -> Manning n by Land Cover" NOT WORKING HEC-RAS 5.0.4 by George Papaioannou
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by George Papaioannou
My problem in sediment transport model by Mehdi Rooyvaran
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by Mehdi Rooyvaran
Warning:Defaulting to critical depth by Yair Simonson
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by Yair Simonson
Modelling Bridge between two small lakes by PK
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by Sarah N
XS cutting in geometric data editor by Luigi V.
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by cameron
High velocities in 1D-2D connection by Gonne
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by Gonne
DAMBREAK 2D FLOOD AND 2D SORTAGE by aliem
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by aliem
Comments on several aspects of the new release by Guoyuan
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by Ramiro Vargas
errors in 1D/2D connections by Bharath
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by Bharath
Connection 2D (upstream) to 1D (downstream) by Gonne
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by Keith M
not able to import j peg image in to ras mapper by ashitha
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by cameron
How to assign to the Lateral Structures the same elevation of the TW Cell Min Elevation by Andrea
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by Igloo_79
Advice and suggestions HecRAS 2D by Vincenzo Scotti
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by Vincenzo Scotti
1D Suggestions for the Next HR Version by Sonya Webb
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by Sonya Webb
Output Inconsistency between Profile Output Table and DSS? by Guoyuan
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by Guoyuan
Culvert overtopped warning by Yair Simonson
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by Yair Simonson
Computing error by Vieri
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by Vieri
2D Velocity Export by Jason Rutyna
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by cameron
2D Dam Breach Inundation Model Results Demonstration Video by InundationPete
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by InundationPete
Culvert with 90d turn by JHB
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by JHB
Culvert with 90d turn by JHB
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by JHB
Inundation Mapping error with 2D modeling using SA/2D conn tool by Daniel
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by Daniel
1D to 2D at Inline Structure (Dam) for Dambreak Analylsis by Andy
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by Andy
2D Modeling for Velocity around Dikes by lea
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by cameron
Computational differences between v. 4.1 and 5.0.3? by Eric Buckley
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by Julia Delphia
Vectors for velocities by PLA
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by cameron
Any tricks when connecting 1D river to 2D area directly at US or DS end? by Sara N
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by Lonnie A
2D Dam Breach Reasults by Kinagoto
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by cameron
Dam Breach Model using 2D in HEC-RAS 5.0 by Kinagoto
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by cameron
Sharp end of the flood boundary by Kinagoto
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by cameron
ooking for an example 1D/2D model coupled with natural ground as lateral structure by J. H. Salem
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by cameron
Ask for help by Mohammad
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by cameron
Buildings in 2D areas by Arek
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by arkads
Reduce L Ch R by Arek
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by Arek
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