River Modeling

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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 1 year ago in InfoWorks ICM / River Modeling 0 Gathering support

11 VOTE

River reach theming

It would be great if a river reach could be themed individually across the left and right banks and if theming were more flexible for storage areas too.

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

10 VOTE

Multiple river section results

It would be great if multiple river sections could be selected and if it was then possible to produce multiple object graphs from these and by extension do exports.

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

7 VOTE

Assign Channel shape from ground model using cross section

In ICM I can sample elevations from ground model to cross section line and use that for river reaches, but sometimes I just want to use simple Channel links or maybe I'm using the SWMM engine which doesn't have rivers. I want to pull the channel ...

Guest almost 4 years ago in InfoWorks ICM / Hydraulics / River Modeling 1 Gathering support

8 VOTE

Only update interpreted points on Bank Line when updating from Ground Model

When updating bank lines from ground model it would be useful to have an option was available to only update the interpreted points, therefore retaining vertices heights from cross sections and surveyed points. Or an option to easily delete the in...

Guest over 4 years ago in InfoWorks ICM / River Modeling 0 Gathering support

7 VOTE

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 4 years ago in InfoWorks ICM / Bridge / River Modeling / Validation 0 Gathering support

8 VOTE

Apply RTC / observed values to Sluice Linear Structures

At the moment we cannot move sluice linear structures in 2D. We're wanting to model a river entirely in 2D but the river is subject to a series of barrages that would require control. Therefore it would be essential to apply RTC and observed setti...

Richard Body over 4 years ago in InfoWorks ICM / River Modeling / RTC 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 1 year ago in InfoWorks ICM / River Modeling 0 Gathering support

7 VOTE

Transfer roughness values after cross section extension

When a cross section is extended, the roughness values are not populated automatically when it is probably valid in a significant number of cases to carry forward the existing roughnesses of the cross section end points.

Guest almost 5 years ago in InfoWorks ICM / River Modeling 0 Under consideration

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 9 months ago in InfoWorks ICM / River Modeling 1 Gathering support

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