Ideas

Showing 249 of 1370

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

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

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

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

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

6 VOTE

Enable 3d view of two phases (foul and surface) simultaneously to help resolve clashes found in clash analysis.

Clash Analysis identifies pipes touching, which may be in different phases. The ability to view both phases in 3D View (as you can in Plan View) would make resolving the clashes much more efficient.

Guest about 1 year ago in InfoDrainage / Auditing / Reviewing 0 For Review

3 VOTE

ARR critical storm analysis in Comparison Report

Please update the comparison report feature in InfoDrainage to allow ARR design storms - critical storm per drainage element. We currently cannot compare phases when using ARR storms.

matthew.piggott 7 months ago in InfoDrainage / Reporting 0 For Review

3 VOTE

Sewer Design - Area Density Method

Area Density method is recommended to be incorporated in Infodrainage as it offers improved accuracy and aligns with Indian flow calculation standards which could enhance the reliability of the outputs. This method is described in Indian Guideline...

matthew.piggott 7 months ago in InfoDrainage / Other 1 For Review

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