Ideas

Showing 34 of 1370

Validation of Bridge data

When a model is validated, it doesn't pick up on problems with bridges, that prevent the model from running. For example, the error "bed section is above soffit" is given when trying to run the model, but does not appear in the validation messages...

Guest almost 5 years ago in InfoWorks ICM / Bridge / River Modeling / Validation 0 Gathering support

3 VOTE

snap river reach lines to cross sections

When creating river reach links the vertices should snap to cross sections so that vertices are only created on the cross-section lines (if vertices are to close on river reach objects you get meshing problems later on!) and is easier to follow th...

Guest about 2 years ago in InfoWorks ICM / River Modeling 0 Gathering support

5 VOTE

Export river cross sections for an ICM model

At present, ICM river cross sections can only be exported to dwg one by one. It would be helpful to be able to export all the modelled cross sections in a single operation (eg via data export centre)

Guest over 4 years ago in InfoWorks ICM / Export Data / River Modeling 1 Already exists

6 VOTE

Dissolve river reaches into multiple river reaches

It would be great to have the capability to generate automatically and perfectly snapped nodes in all/some of the X-sections of one/multiple river reaches in ICM and therefore split that river reach into various river reaches (kind of the opposite...

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

2 VOTE

Interpolate bank elevations from cross-section ends

It often happens that river reaches are constructed from traditional surveyed cross-sections, which is of a higher accuracy compared to LIDAR data. A common need is for the bank elevations between the surveyed cross-sections to be interpolated bas...

Guest over 2 years ago in InfoWorks ICM / River Modeling 0 Gathering support

1 VOTE

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 almost 2 years ago in InfoWorks ICM / River Modeling 1 Gathering support

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 over 5 years ago in InfoWorks ICM / Network / River Modeling 0 Gathering support

3 VOTE

Edit Pump and Valve Curves in IWLive

IWLive is the perfect platform to examine how well valve and pump curves are simulating the actual behavior under a wide range of system conditions. If these could be modified in an incident run, it would save lots of time going back to WS to modi...

Guest over 5 years ago in InfoWorks WS Pro / Operations 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 almost 6 years ago in InfoWorks ICM / Productivity / River Modeling 0 Gathering support

1 VOTE

Creation of the Pump element independent of its grouping in the Pumping Station as included in usual infrastructure catalogs (GIS)

Useful for maintaining the unique relationship between the elements of a supply network and the Infoworks model objects.

Juan Carlos Ortega over 2 years ago in InfoWorks WS Pro / Operations 2 Will not implement

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