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Civil 3d to hec ras
Civil 3d to hec ras





civil 3d to hec ras
  1. #CIVIL 3D TO HEC RAS FULL#
  2. #CIVIL 3D TO HEC RAS CODE#

I was hoping there was a way to define the maps that HEC-RAS automatically produces with each run. When I'm running an unsteady 2D flow model, is there a way to have HEC-RAS produce the shear stress map in RAS Mapper in it's initial run along with depth, velocity, and WSE? It's just when I add the shear stress map layer after I've run the model, it takes almost as long to produce the shear stress map as it does to run the initial model (which for larger projects with smaller time steps can be over an hour).

#CIVIL 3D TO HEC RAS FULL#

Or you could extend your cross sections to cover the full area that gets wet. You could try to manually expand your floodplain by following contours in ArcGIS if you really want to do this. Outside of these areas it can't map, because it doesn't have any data to map. RAS only gets results where you have cross sections or 2D areas. If that doesn't fix it, then I'd have to see your data set to have a chance to figure it out. Try saving, closing, and reopening RAS, then run again.

civil 3d to hec ras

Profile lines can be drawn using the Profile lines tab in the lower left hand corner of the RAS Mapper window. Yes, in Version 5.0.3 you can draw profile lines in RAS Mapper and use them as transects to extract flow data. But i would like the ras mapper to inundate everything around the river which is below WSE, even if there this place is "outside of the cross section range". However, in my model, inundation mapping is limited to where I have cross sections and it looks like ras mapper would connect the outward points of every cross section and then, only calculate the difference between the Terrain and the WSE within this "polygon". In the first picture you showed above it seems to me that the inundation mapping is not limited to where I have cross sections. I have a question concerning inundation mapping.

#CIVIL 3D TO HEC RAS CODE#

Ntdll.dll 0000000076DCC541 Unknown Unknown UnknownĮrror with program: RasUnsteady64.exe Exit Code = 157 Kernel32.dll 0000000076B959ED Unknown Unknown Unknown

civil 3d to hec ras

RasUnsteady64.exe 0000000140344D82 Unknown Unknown Unknown RasUnsteady64.exe 0000000140794AC6 Unknown Unknown Unknown RasUnsteady64.exe 000000013FEE41CE Unknown Unknown Unknown

civil 3d to hec ras

RasUnsteady64.exe 000000013FEBEF5E Unknown Unknown Unknown RasUnsteady64.exe 000000013FF6CDC6 Unknown Unknown Unknown RasUnsteady64.exe 0000000140078B48 Unknown Unknown Unknown RasUnsteady64.exe 000000013FF102DC Unknown Unknown Unknown RasUnsteady64.exe 000000013FFC557C Unknown Unknown Unknown RasUnsteady64.exe 000000013FEF2ECA Unknown Unknown Unknown RasUnsteady64.exe 000000013FF880BB Unknown Unknown Unknown RasUnsteady64.exe 00000001401B2C4A Unknown Unknown Unknown RasUnsteady64.exe 00000001401B2F2D Unknown Unknown Unknown RasUnsteady64.exe 00000001401B9207 Unknown Unknown Unknown RasUnsteady64.exe 00000001401D649F Unknown Unknown Unknown RasUnsteady64.exe 00000001401F62E2 Unknown Unknown Unknown Performing Unsteady Flow Simulation HEC-RAS 5.0.0 Beta October 2014įorrtl: severe (157): Program Exception – access violation Geometric Preprocessor HEC-RAS 5.0.0 Beta October 2014Ģ Internal Boundary curve(s) have been read in Plan: 'Unsteady Run with 2D Flow Interior Area' (GI_FINAL_2D.p07) But everytime I attempt to run a simulation, I get the following error message. Hi Chris, I am trying to create a hydraulic connection between 2 2D flow areas using a weir and culvert combination in RAS 2D. The bug should be corrected in the next HEC-RAS release." I have been able to reproduce the issue here with a separate dataset and have submitted the bug to our development team. I submitted a report to and got a response last week: Is there a way to quantify how much Q goes in which direction? Any advice will be appreciated! I have several areas that show flow splits in different directions. Hi Chris, I am currently experimenting with purely the 2D modeling function of HEC-RAS. Would you mind sending a bug report to HEC on that one? Has anyone had any luck getting saved maps using the"Hybrid" water surface rendering that is new with Version 5.0.3? No matter what I set the Render Mode Option to, my saved maps (rasters, shapefiles) come out as the old "Sloping (Interpolated Values)" rendering mode.







Civil 3d to hec ras