Ideas

Showing 150 of 1442

Wet Well Graph

As a modeler, I would like to see a plot showing everything for a pump station in one place. See the attached figure. Inflow/outflow and the flows from each pump. The 3D chart helps a lot showing which line is which.

Guest almost 4 years ago in InfoWorks ICM / Results 0 Gathering support

4 VOTE

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

1 VOTE

Robust pond editor

Add options for complex pond shapes and items. Many municipalities now require items like latorial shelves, forebays, baffles, etc. these items do influence the detention time in the pond and can have effects on staging. While the size items can b...

Corey Balenger 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 almost 6 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 about 3 years ago in InfoWorks ICM / Reporting / Results 0 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 over 6 years ago in InfoWorks ICM / Results / Simulations / Water Quality 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

1 VOTE

Document how results pfc vs r.pfc are calculated for open channels

in the long plots we ask for two capacities, we get pfc vs r.pfc for pipes they are the same , but for open channels such a trapezoidal they are different. there seems to be no literature on this.

John Krpan almost 2 years ago in InfoWorks ICM / Results 3 Will not implement

3 VOTE

Optional channel to river reachs option

The way ICM identifies the centre-line of the river reach is by using the point with the lowest invert level. Regardless of the shape of the channels of how much is the value of the X coordinate, didn't affect the appearance of the section to gene...

Liu Qiusheng almost 6 years ago in InfoWorks ICM / Network / River Modeling 0 Gathering support

3 VOTE

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.

Guest about 6 years ago in InfoWorks ICM / Productivity / River Modeling 0 Gathering support

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