Hydraulics

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Enable Data Flags for bed levels and roughness values in river section data

Enable data flagging for the bed level and roughness values within the river cross section data. This information was available in RS and is sorely missed.

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

17 VOTE

Calculating volume storage on river reaches

In the application of ICM, we often count the regulation volume of river channels.But at the moment we can only calculatethe total available volume of channels/river reaches between two cross sections by using length and cross sectional areas.If t...

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

19 VOTE

Circular sluices/penstocks would also be useful

Similar to the rectangular flap valve request, circular sluices would avoid workarounds trying to estimate the rectangular equivalent to a half closed circular penstock (or worse still a half closed egg shaped penstock)

Geoffrey Brown about 5 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

4 VOTE

Add the ability to drain subcatchments to the grate of a gully

When importing models from XPSWMM to ICM, my subcatchments drain directly to the node where an inlet capture curve is applied to limit flow to the 1d system. I would like to replicate this behavior easily in ICM when nodes are connected to the 2D ...

Sophia Buchanan about 1 year ago in InfoWorks ICM / Inlets 0 Gathering support

13 VOTE

Ability to apply blockage percent

Applying pipe blockage is a standard required in Australia and the functionality in ICM to do this is not user friendly (using blockage links). A simple % pipe blockage in the conduit properties should really be an option. This is particular the c...

Guest over 3 years ago in InfoWorks ICM / Hydraulics 3 Gathering support

12 VOTE

Merge pond and storage nodes and increase their functionality

Pond nodes: - allow variable infiltration at different levels (up to 3 different rates) - allow variable perimeter with level i.e. plan area through which side infiltration can occurs can vary - no porosity function Storage nodes: - 1 porosity va...

Lizzie over 3 years ago in InfoWorks ICM / Hydraulics / SUDS 1 Gathering support

17 VOTE

River bank cumulative flow

It would be great to have the ability to graph bank flows and have a cumulative flow result available.

Guest about 5 years ago in InfoWorks ICM / River Modeling 1 Gathering support

16 VOTE

Time varying roughness values for rivers

As vegetation changes throughout the seasons, it would be great if we could also have time varying roughness patterns for river reaches.

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

6 VOTE

Different shape sluice or pipe/orifice closure option

We usually model closed gates as sluices, as they are the ones that can easily be closed (by setting the height to zero). The downside of this is that it can only be a rectangle (and it usually closes off a round pipe). An orifice now has the nice...

Marcel Glasbergen almost 2 years ago in InfoWorks ICM / Orifice / RTC 0 Gathering support

5 VOTE

Inlet pump

We are mode and more incorporating surface water systems in our ICM models and part of those systems are inlet pumps that respond to the downstream levels instead of the upstream levels. Up until now, the only way to achieve this is by creating an...

Marcel Glasbergen almost 2 years ago in InfoWorks ICM / Pumps / RTC 0 Gathering support

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