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try following:
node_id Matches '.*a';

SET chamber_floor_flag ='#D'

set chamber_floor =iif (MIN (us_links.ds_invert) > MIN(ds_links.us_invert),MIN (ds_links.us_invert),MIN (us_links.ds_invert))
make sure you select the Apply Filter to current selection and select...

In ICM, CS or InfoNet if you set the chamber floor level flag to Default, the chamber floor level will become the lowest invert level connected to the manhole.

Hello,

I have found a issue in ICM I think explains also my previous posted thread.
Looking at flooding of a 2D manhole, using the graph the flooding on the 2D mesh is null, but looking at the...

Hello,

I have following situation in my model: a storage node with incoming flow from a weir and outgoing flow through a pump.
The problem is that the volume of incoming and outgoing links do not...

Thanks Andy, Martin.
I hope that somebody from software development is looking into these issues.
Indeed Sentinel is good for looking who is using the licenses, not for simulations, which can run...

Hi,

Is there a way to see which user is sending simulation to which PC without login in to the coordinator?
I am asking this because I do not have admin rights to login into the coordinator, and...

Hi,

You can use this SQL to see which pump is the last one in your model that turns on: SELECT LATEST(IIF(tsr.pmpstate>0,tsr.pmpstate,null))

Hope it helps!

Hello,

Is there a way to add into an observed /predicted graph another string of data (another trace) which does not come from another simulation but from SCADA for example (which is a xls or csv...

Hello,

I have a 2D model with the situation represented in the attached picture. My question is: calculation for pipe 1 will take into account the simulated level in the pond without applying a...

Hello Kristian,

I have decided to take out the river reach in this case and to go with a bit lowered 2D zone that has smaller triangles with a roughness zone on top, (just to simplify the model....

Hi, I am trying to view in 3d a river reach ( in ICM 7.5) and the problem is that it looks that the river bed ( river channel) has a shape not fitted for allowing flow to go through. When I don't...

I have such data. But I don't think this will help, since the flow from this manhole is not going entirely on the tideflex valve. Upstream of this tideflex valve there is a bifurcation. The flow will...

Hello,

I am having some difficulties in modelling a tideflex valve.
I have received a head discharge curve from manufacturer. Problem is that the head discharge curve changes with the...

Hi,

There is a way in ICM to pause a simulation while it is running? Not talking about showing the results. I have a 2 d model which runs a simulation in about 20 hours, and IT just announced a...