Ideas

Showing 368 of 1370

reduce validation time of models with infiltration zones

When using rainfall onto mesh in InfoWorks ICM, we often rely on infiltration zones to represent different land uses and their runoff characteristics (e.g., impermeable surfaces, grass, etc.). To ensure full coverage and avoid gaps or "donuts" in ...

Coen Maas 4 months ago in InfoWorks ICM / Validation 2 For Review

10 VOTE

Pipe names missing in export from Civil3D

When exporting pipes from Civil3D to Infodrainage, the pipe names keep reverting to the autogenerated names given when pipe is created in Civil3D even though they were renamed in Civil3D.

Jenna Woyner almost 2 years ago in InfoDrainage / Civil3D Integration 1 Under consideration

10 VOTE

Level Soffits in pipe network.

Although you can select Level Soffits in the Network Wizard, if you make a change in the manhole depth for example, the pipes in the network will return to invert level, which means that you will have to readjust them manually.

Konstantinos Koutroulis almost 2 years ago in InfoDrainage / Hydraulics 1 In progress

31 VOTE

Set up runs more efficiently

Is there a matrix type tool in ICM that allows you to easily set up complicated run set ups? i.e. for this 1 Model Network, these runs with use these rainfall files, inflow files, WWG, etc are needed. Model Name Base Model Rainfall Inflow WWG...

Guest over 5 years ago in InfoWorks ICM / Productivity / Simulations 0 Gathering support

4 VOTE

Go To button to zoom to a certain pipe from the Connection table

In Civil 3D you can zoom to/select a pipe from the pipe table. It is very difficult to find specific pipes in InfoDrainage.

Daniel'le DeVoss 9 months ago in InfoDrainage / Auditing / Reviewing 0 For Review

9 VOTE

Allow two Infodrainage files to be combined

Request for a paste, copy, cut branch to file options, to allow two Infodrainage files to be combined. As the available in Microdrainage

Guest over 1 year ago in InfoDrainage / Other 2 Under consideration

6 VOTE

Calculating and adding the Froude number to storm table output

Many municipalities and utilities want to maintain subcritical flow in the storm sewer system and avoid hydraulic jumps. The Froude number is used to establish subcritical vs. supercritical flow.

Guest about 1 year ago in InfoDrainage / Reporting 2 For Review

3 VOTE

NOAA Durations

InfoDrainage supports only a limited subset of NOAA Atlas 14 storm durations: 360 minutes (6 hours), 720 minutes (12 hours), 1440 minutes (24 hours), and 5760 minutes (4 days). However, NOAA Atlas 14 provides a broader range of precipitation durat...

Guest 7 months ago in InfoDrainage / Hydrology 0 For Review

3 VOTE

Multiple return period hydrograph

Currently, InfoDrainage restricts each hydrograph to a single return period, which creates inefficiencies when analyzing stormwater systems across multiple design storms. To accommodate analyses for 2-, 10-, and 100-year events, for example, users...

Guest 7 months ago in InfoDrainage / Hydrology 0 For Review

26 VOTE

2D worst case analysis

I would like to be able to analyse a number of simulations in terms of the worst flood depth per 2D mesh element. An integrated tool (along the lines of the already existing worst case grid output) would avoid the need to mess around in external GIS.

Iain Scott almost 5 years ago in InfoWorks ICM / 2D Flooding / Hydrology / Productivity 1 Gathering support

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