InfoDrainage

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Use outflow from one phase as inflow into another phase.

When working on large, multi-phase projects in InfoDrainage, it is common practice to model each development phase in different InfoDrainage phases. However, challenges arise when runoff from one phase discharges into another. Currently, users mus...

Guest about 1 year ago in InfoDrainage / Data Exchange 0 For Review

8 VOTE

SWMM Export from InfoDrainage

Certain authorities use other SWMM-based software for review purposes or as their city-wide model that needs to be updated. We need to export a SWMM file for more universal submittal purposes, even if InfoDrainage uses a modified SWMM engine.

Midori Patterson about 2 years ago in InfoDrainage / Data Exchange 3 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 10 months ago in InfoDrainage / Hydrology 0 For Review

2 VOTE

Add ability to use custom curve number tables other than the default TR-55

Many jurisdictions publish their own set of curve numbers for different land uses which they will expect to see during plan review. The local curve number sets often differ from TR-55. Please allow us to build custom curve number sets based on lan...

Guest 6 months ago in InfoDrainage / Hydrology 1 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 10 months ago in InfoDrainage / Hydrology 0 For Review

6 VOTE

Junction Loss

There need to be more options for calculating junction loss. Having values for entry and exit loss isn't enough. Recommend HEC-22 and AASHTO at a minimum.

Guest over 1 year ago in InfoDrainage / Hydraulics 2 Gathering support

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 10 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 10 months ago in InfoDrainage / Other 1 For Review

4 VOTE

Allow no delay connections with a free flow outlet option instead of automatic orifice nodes.

Currently when flows from a pipe with a free outlet node is diverted to a different location via a no delay connection, the free flow outlet automatically changes into an orifice, which in fact does not exits there. This orifice also needs a manua...

Iwona Savas about 1 year ago in InfoDrainage 0 For Review

6 VOTE

Show manhole types in manhole schedule export

Manhole schedules need to feature cover types (D400, C250 etc), manhole types (Type A, B, C in Scotland etc) and whether they're a backdrop or a headwall etc. Having a feature to assign this based on location on site (cover type), depth to soffit ...

Guest over 1 year ago in InfoDrainage / Productivity 0 For Review

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