Ideas

Showing 288 of 1370

Detention Time Modelling

We would like the model to calculate detention time of sewer in a simulation. The idea is similar to water age calculation in WS. The aim is to use this as a proxy for odour study, in essence we would like to be able to create thematic maps to sho...

Guest about 5 years ago in InfoWorks ICM / Reporting / Results / Wastewater 0 Gathering support

1 VOTE

Orifice and Grate options - Outlet Control Structure

I suggest incorporating advanced features for modeling orifices and grates. Specifically, the following modifications would be beneficial: Orientation Settings: Introduce options to define the orientation of orifices and grates, allowing users to ...

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

4 VOTE

As a User I want to use FME (safe.com) to manipulate model data, update the model & extract results.

No description provided

Guest over 5 years ago in InfoWorks ICM / Data Exchange / Network / Results 0 Gathering support

2 VOTE

Graph sum of multiple objects instead of each selected object

While looking at multiple drainage areas in a basin (in my example), results can become hard to read; it would be nice if you could graph multiple objects and have the option to see the summation of the selection instead of each individual item.

Andrew (AJ) Czubai almost 3 years ago in InfoWorks ICM / Reporting / Results 0 Gathering support

1 VOTE

5min Storm Duration for ARR Analysis

Currently, the minimum duration for storms built by the ARR generator is 10min. For drainage design in Aus the minimum time of concentration is 5min. The BOM IFDs give a 5min intensity/depth while the ARR Data hub only gives 10min temporal distrib...

matthew.piggott over 1 year ago in InfoDrainage / Rainfall 1 For Review

1 VOTE

Looking for Velocity in new Flex Reporting

Is velocity included? Having trouble finding this parameter in the new flex report

Jess Ewing over 1 year ago in InfoDrainage / Reporting 3 Already exists

1 VOTE

Adjustable coordinate system for better real-life representation

Having the opportunity to change the coordinate system of a project would be a great addition to Infodrainage. It is currently a matter of manually adjusting a background to match the designed network components which is not very accurate and can ...

Guest over 1 year ago in InfoDrainage / Visualization 1 Gathering support

4 VOTE

Modelling of Septicity

As a sewer modeller I have occasionally been asked about odour generation in sewer networks. I have noticed that DO (dissolved oxygen) and BOD (biochemical oxygen demand) are both inputs in the wastewater and trade-waste model groups of Infoworks ...

Guest about 6 years ago in InfoWorks ICM / Results / Simulations / Water Quality 0 Gathering support

2 VOTE

Print Tickbox for Manhole Schedule Layout option

In MicroDrainage 2019.1 the Manhole Schedule printout also includes a manhole layout, sometimes this is unnecessary and it would be helpful if there was an additional tickbox option in the printout settings.

Guest about 3 years ago in InfoDrainage 0 Gathering support

2 VOTE

Allow SOIL values < 0.15

The Rural Runoff estimate tool in MDSUDS does not allow values of SOIL below 0.15. The UKSUDS greenfield runoff tool defaults to a value of SOIL=0.1 where SoilType=1 This produces a significant difference in results. This difference results from u...

Guest about 3 years ago in InfoDrainage 0 Gathering support

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