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Mike,
The steps below can give you what you after:
Results/Export maxima to GIS/To SHP/Drag in the completed Sim/ok/Table/2D Elements/ok/Export selected table only/OK

Good luck,
Lei

In a case you might not miss anything, the Maximum Volume in the Storage would still change as the maximum volume is the peak volume at the time to peak during the hydrograph period. The hydraulic...

The node will appear if you do level verification. Suggest that you convert the depth into water levels in the node by adding its invert level. The verification plot you could get is the predicted...

I know your name from your awesome answers Kristian. You have been an inspiring member. Have a wonderful retirement life. Best wishes!
Lei

The roughness manning n was 1.0 for building (it could be within a range of 0.8 to 2.0 from our exprience). All buildings were covered in subcatment.

The hydraulic performance in a swale is highly different to a conduit. If you use IWCS i would not be surprised that a conduit might be utilised to represent a swale. However in ICM i suggest that...

Thanks Andrew. That was not our project and i was the model reviewer so i had no right to correct it. I knew that the 2D element in that model caused many problems because i am a professional...

You through a ball which is just what I was thinking during my two ICM modelling projects.
Direct Rainfall
From my view point, ICM model would be created based on existing Infoworks CS model...