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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

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

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

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

Inserting channels into topography

Being able to insert channels into terrain rather than editing in 12D or other software would be more practical for smaller firms to turn around modelling ideas. Landscape packages allow terrain meshes to be manipulated with tools that sink into ...
Guest almost 6 years ago in InfoWorks ICM / Terrain 0 Gathering support

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

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

Infoworks ICM - 12d import

Import 12d tin files, both surface and network model files.
Guest almost 6 years ago in InfoWorks ICM / Terrain 0 Gathering support

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

Varying conduit/culvert shape along its length

When modelling irregular culverts, the shape of culvert usually varies along its length as well. EX: Culvert having 900mm dia at inlet, varies along its length and at outlet has 500mm. Can this be included in the options for transition of shape al...
Guest about 2 years ago in InfoWorks ICM / River Modeling 1 Gathering support