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Hydraulics

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

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

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 almost 5 years ago in InfoWorks ICM / Hydraulics 0 Gathering support

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

2D Result Long Profile results comparison

When doing flood study, XPSWMM had a cross-section tool that would show WSEL. While I can use US/DS profiles to compare two scenarions - I want to cut a long section along a 2D channel (and no I am not converting it to River Sections as it defeats...
Matt Anderson 3 months ago in InfoWorks ICM / 2D Flooding 0 For Review

River bank cumulative flow

It would be great to have the ability to graph bank flows and have a cumulative flow result available.
Guest almost 5 years ago in InfoWorks ICM / River Modeling 1 Gathering support

Drain nodes connected to 2d domain representing road gullies to 1D pipe network without digitised connection

Often datasets of road gullies are only in point format and lack details on the connections to the surface water sewer network. A function to allow 1D nodes representing road gullies (which are are connected to the 2D domain with a head discharge ...
Guest 7 months ago in InfoWorks ICM / Inlets 0 Gathering support

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 over 1 year ago in InfoWorks ICM / Pumps / RTC 0 Gathering support

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

Pump Station Modelling

Infoworks ICM pump station modelling principle is very basic, adding a pump between two nodes is highly hypothetical. There is no way to add pump station head losses. I would like to suggest incorporating pump station modelling (for Rotodynamic pu...
Guest over 2 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

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