Simulations

Showing 78 of 1172

Speed up interfaces with 2D zones with millions of elements (make it a multicore process)

The interface for large 1D-2D models is very slow. While moving through the geoplan every time it takes about ten seconds to load and show the location. We noticed that in this time only 1 of the 32 CPU is used for 100%. We tried 2 complete differ...

Guest over 4 years ago in InfoWorks ICM / Performance 1 Gathering support

7 VOTE

Show water levels at Bridge Linear Structures

We would like to see the water levels at the bridge linear structures as it is important for us to be able to see the water levels with respect to the bridge openings and decks.

Richard Body almost 4 years ago in InfoWorks ICM / Bridge / Hydraulics / Results 0 Gathering support

7 VOTE

Include weirs and orifices in xpswmm ensemble statistics

Please include weirs and orifices in the ARR Ensemble Statistics summary. Currently, only conduits or natural channels are included.

Guest about 4 years ago in InfoWorks ICM / Results 0 Gathering support

1 VOTE

Document how results pfc vs r.pfc are calculated for open channels

in the long plots we ask for two capacities, we get pfc vs r.pfc for pipes they are the same , but for open channels such a trapezoidal they are different. there seems to be no literature on this.

John Krpan 7 months ago in InfoWorks ICM / Results 2 For Review

6 VOTE

Add node level (hydraulic grade line) data to custom graphs for calibration

Allow for the ability to compare observed and predicted level data (or hydraulic grade lines) at nodes. Instead of depth in the pipe, I typically have water surface elevations at a node, specifically for treatment plant hydraulic modeling.

Guest over 4 years ago in InfoWorks ICM / Calibration / Labels / Results 0 Gathering support

6 VOTE

Simple means to set initial storage area water surface elevations

Please incorporate a system for setting initial water surface elevations in storage nodes that works as easily as the process is in XPSWMM or HEC-RAS. The program should hold this water level during warm-up stabilization.

Guest almost 5 years ago in InfoWorks ICM / Hydraulics / Simulations 0 Gathering support

3 VOTE

I want Infoworks' "Export maxima to GIS" to include the below parameters to assist scour protection design within 2D Zone

1. For shear-stress-based design 1.1 Max Shear Stress (in N/m2 with at least 1 digit after the decimal point) 1.2 Hydraulic Slope at Max Shear Stress (in percent with at least 3 digits after the decimal point) 2. For velocity-based design 2.1. Max...

Phuong Mai over 2 years ago in InfoWorks ICM / Export Data / GIS Layers / Simulations 1 Gathering support

5 VOTE

ICM sims updated with better control on sims outcome

I think waiting a big time for a sim to be done and then because the sim results disk gets full, loosing all of the simulated data is something that should be prevented from the time someone sends the simulation. A warning should be issued when yo...

Ionut Pintea about 4 years ago in InfoWorks ICM / Simulations 0 Gathering support

4 VOTE

ICM - Statistics Template: Daily events

I want to be able to break my events into daily values. Currently this would require setting up 7 separate templates each with the unique day set under the 'Time Window' button. I want a tick option added that will allow me to do this within the s...

Guest over 3 years ago in InfoWorks ICM / Reporting / Results 1 Gathering support

3 VOTE

Wet Well Graph

As a modeler, I would like to see a plot showing everything for a pump station in one place. See the attached figure. Inflow/outflow and the flows from each pump. The 3D chart helps a lot showing which line is which.

Guest over 2 years ago in InfoWorks ICM / Results 0 Gathering support

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