Ideas

Showing 1067 of 1442

Surfaces should import to layer set in Drawing Settings in Civil 3D

Currently surfaces imported from InfoDrainage to Civil 3D default to layer 0. It is best practice not to draw anything on layer 0. Surfaces should default to the layer for Tin Surfaces set in the drawing settings (C-TOPO by default)

Daniel'le DeVoss 21 days ago in InfoDrainage / Civil3D Integration 0 For Review

2 VOTE

Fix sim.status method return values

As a user I want a reliable way to determine when a simulation has finished using the sim.status method. Currently, we have been advised to use sim.status == 'None' to determine when a sim has finished, which works (somewhat) for local sims but no...

Oscar Holemans 24 days ago in InfoWorks ICM / API / Exchange 0 For Review

2 VOTE

Import data into 1D initial conditions object via the Exchange

I want to be able to add data to a 1D initial conditions object using the Exchange. This could be either from a CSV file using import_data or import_new_model_object, or through some other method. I can import data into a 1D initial conditions fro...

Oscar Holemans 24 days ago in InfoWorks ICM / API / Exchange 0 For Review

5 VOTE

Include pump HGL in simulation output

Standard output for InfoWater Pro includes hydraulic grade elevation for tanks and junctions. Since all pump design and performance information relates to hydraulic head (e.g., system curve, pump performance curve, etc.), in addition to (or in lie...

Michael Kane about 2 months ago in InfoWater Pro / Productivity 0 Gathering support

9 VOTE

Change subcatchment slope field to calculate correctly if non-numeric value used in Link Suffix.

When using InfoWorks ICM, if a network has a non-numeric link suffix in a conduit, the associated subcatchment slope field will not calculate. This results in a flat slope field and will affect run-off in simulations. Its not mentioned in the guid...

Tom Walker 4 months ago in InfoWorks ICM / Hydrology 0 For Review

9 VOTE

Demand Area Analysis: Factoring Multiple Categories

Currently, Demand Area Analysis only allows demand adjustment to one Leakage and one Unmetered category at a time.It would be very useful to be able to factor additional demand categories such as:Average CustomersMetered DomesticCommercial (e.g. 1...

elizabeth Richardson 4 months ago in InfoWorks WS Pro / Other 3 Gathering support

14 VOTE

Enable Exchange Ruby method for carrying out spatial analysis in Workgroup Products

SQL tool in InfoAsset Manager enables users to perform spatial analysis of a variety of types using a selection of layer types. This is an extremely important and useful analytics tool which avoids the need for a user to export data out of InfoAss...

Anthony Andrews 6 months ago in InfoWorks ICM / API / Exchange 1 Gathering support

4 VOTE

We need Baseflow Profiles, similar to WWG and TWP, to represent summer and winter baseflow conditions. The industry is regularly using trade flows for this instead.

We shouldn't have to use 'trade' flows modulated by monthly multipliers to represent seasonally-varying baseflows. Users would benefit from baseflows being modelled in the 'baseflow' field. We should introduce a BIP (Baseflow Infiltration Profile)...

Saul Bradford about 2 months ago in InfoWorks ICM / Groundwater 1 For Review

7 VOTE

Permeable paving needs to have a option for a different gradient at the surface to the gradient at the base.

This would allow a better representation of steep sites where we would otherwise lose a lot of storage, instead we can make the base flat to allow for more storage volume.

Guest 3 months ago in InfoDrainage / Hydraulics 1 For Review

5 VOTE

Allow more elements to be included in Surge Group Graphs

Surge Group Graphs are limited to 40 elements (memory error if more), while Standard runs allow several hundred or more. Modern hardware should allow for a lot more than 40 elements in a graph.

Grant Clemens 2 months ago in InfoWater Pro / Productivity 0 On roadmap

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