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Hydraulics

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

Building Objects and Damage Receptors

https://www.fema.gov/grants/guidance-tools/benefit-cost-analysis/full-bca#download Need better support for Buildings to follow USACE BCA analysis
Guest about 1 year ago in InfoWorks ICM / 2D Flooding 1 Gathering support

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 over 1 year ago in InfoWorks ICM / Inlets 0 Gathering support

Conveyance on cross section lines

Provide cross section conveyance for each cross section
Guest almost 6 years ago in InfoWorks ICM / Hydraulics / River Modeling 1 Gathering support

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 over 2 years ago in InfoWorks ICM / Orifice / RTC 0 Gathering support

RTC - New time range to allow "between 2 dates" every year

In a similar way to the way "time repeat" works, can we have an RTC range that works between the same 2 dates every year. I have a catchment where the operating protocol works differently in the Bathing Season from the rest of the year. Having a w...
John Sourbutts almost 6 years ago in InfoWorks ICM / RTC 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 3 years ago in InfoWorks ICM / Hydraulics / Pumps 1 Gathering support

Bank marker distinctions

It would be good if cross sections for rivers could be marked with left and right bank markers within the cross sections themselves.
Guest over 5 years ago in InfoWorks ICM / River Modeling 0 Gathering support

Orifice to limit flow in both directions

A limiting discharge set on an orifice should limit flow in both directions. Currently, the orifice limits flow in the forward direction; however, flow can go in the reverse direction at an unlimited rate. Hydraulically, if there is a physical fea...
Guest over 5 years ago in InfoWorks ICM / Hydraulics / Orifice 0 Gathering support

Infoworks - Pipe grade calculator

Pipe grade calculator between US and DS inverts, Ultimately having the ability to calculate downstream or upstream inverts over a long network based on a specified grade from either a DS or US invert level as a starting point.
Guest over 5 years ago in InfoWorks ICM / Hydraulics 1 Gathering support

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