Storm Sewer & Flood Modeling
Welcome to the Innovyze Stormwater, Sewer, and Flood modeling feedback page.
370 results found
-
Checking
Can we have a feature to monitor who has Network Soft Licences. Earlier we had the Admin Control center to check.
2 votesWe are currently discussing our licensing technology to see what and where we need to improve. If you have ideas or additional needs – please let us know here.
-
2 votes
-
Circular sluices/penstocks would also be useful
Similar to the rectangular flap valve request, circular sluices would avoid workarounds trying to estimate the rectangular equivalent to a half closed circular penstock (or worse still a half closed egg shaped penstock)
19 votes -
RTC rule themes
It would be great if it was possible to theme in the GeoPlan on the basis of the rules which are active for a given object at the visible timestep.
27 votes -
Auto themes
When themes are set and the upper and lower values for a set of themes have been defined, the auto themes button starts with the non linear interpolation between the minimum and maximum value, it would be great if this interpolation could initially be done linearly and if the other options came secondary to this.
8 votes -
Bridge section data updates
When a bridge section is changed then there are repeatable tasks for entering openings again, if this workflow could be improved that would be great.
8 votes -
Additional keyboard shortcuts
Keyboard shortcuts can really help speed up processes and workflows in InfoWorks ICM but some of the menu options do not yet have these. Would it be possible to add the missing keyboard shortcuts, specifically for repeatable tasks such as updating objects from ground models?
29 votes -
Time varying roughness values for rivers
As vegetation changes throughout the seasons, it would be great if we could also have time varying roughness patterns for river reaches.
14 votes -
Lateral inflows from event data for rivers
Currently it is possible to add lateral inflows to a river via subcatchments, if we could also do this directly from event data or TSDB that would be great.
11 votes -
River bank cumulative flow
It would be great to have the ability to graph bank flows and have a cumulative flow result available.
16 votes -
Multiple river section results
It would be great if multiple river sections could be selected and if it was then possible to produce multiple object graphs from these and by extension do exports.
9 votes -
Themes for long sections
It would be great if results could be displayed in the coordinates panel for a cursor which is hovered over a long section with results.
10 votes -
River reach theming
It would be great if a river reach could be themed individually across the left and right banks and if theming were more flexible for storage areas too.
10 votes -
Bank marker distinctions
It would be good if cross sections for rivers could be marked with left and right bank markers within the cross sections themselves.
12 votes -
Ground model inference rememebered
When object entries are updated from ground model, it would be good if the previously used settings could be remembered the next time the dialog is triggered.
5 votes -
Intelligently select nodes in river reaches
When clicking on a node over a subcatchment, the software can recognise the user is after the node. When the same is done for a node on a river reach, the node is not automatically selected but rather the choice is presented to the user.
3 votes -
Enable Data Flags for bed levels and roughness values in river section data
Enable data flagging for the bed level and roughness values within the river cross section data. This information was available in RS and is sorely missed.
19 votes -
Transfer roughness values after cross section extension
When a cross section is extended, the roughness values are not populated automatically when it is probably valid in a significant number of cases to carry forward the existing roughnesses of the cross section end points.
6 votes -
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.
4 votes -
Create preset 2D inflow equation
Similar to inlet capacity, have the ability to create 2D inflow equations relative to inlet size and control depending on weir or orifice curves. This will allow the user to increase or change 2D inflow control easier and more standardized.
2 votes