Drainage Design
63 results found
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Manhole Schedule Numbering
For MH tables and report outputs, it would be good to have an option to report chronologically, e.g. 1-30.
I understand it numbers them on the first Manhole built in the model however I think it would make more sense to go from shallowest to deepest, e.g. U/S to D/S. As is quite common in design additional MHs need to be incorporated further into the model due to clashes or change in direction etc, so it would be best if all outputs and MH tables followed the numerical order.8 votes -
Exceedance Level in Infodrainage
It would be good to have an option in underground stormwater controls to have a separate option for exceedance level and Ground Level
By taking the exceedance level as GL, it makes the Long sections look distorted when in reality it is common for our designs to have circa. 1m+ cover from top of tanks/soakaways etc to ground level.7 votes -
InfoDrainage - level bench in basin/pond configuration
The sizing calculator in the pond build pop-up enables one side lpe only.
There are now LLFAs that require level benck of at aleast 1.5 m width after 0.6 m depth in a basin.
It is currently not possible to use your calculator to establish such basin properties.
This would be useful.5 votes -
Provide Enhanced Manhole Schedule Details
It would be great to have the option of providing an additional level of customisable detail which could be configured on MH Schedules.
As an example including practical details around the cover – contractors want to know and see more from a MH schedule when out on site.
Examples of details around the type of cover:
Cover Size
Opening Size
Recessed
Solid Top
Loading ClassCurrently this level of additional detail is often added manually to MH schedules exported from software.
6 votes -
Tree Pits
Add Tree Pits as a type of SuDS structure.
7 votes -
Clash detection between pipe networks
Can wall thicknesses be added to pipes and manholes to check clash detections
15 votesDear User,
Thanks for posting, commenting and voting for this idea. We have reviewed the requirements for implementing a clash detection tool in InfoDrainage, and this is currently in Development for future releases of the software.
As for the comments regarding the pipe thickness, we will enable customers to insert a tolerance value so users can account for both the pipe trench width/height and the pipe thickness when deciding the vertical and horizontal tolerance values.
Kind Regards,
InfoDrainage Product Management team
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InfoDrainage - Time of entry to be called time of entry, not time of concentration
Te has specific meaning in the UK when using the rational method (modified).
Tc also has speific meaning (Te + sumTf).
It would be better if the software wants the user to input a Te, that it calls it Te. At the moment it calls the Te Time of concentration, which is very confusing.3 votes -
Assess scenarios based on annual water balance (runoff, infiltration, evaporation)
Assessment of the annual water balance is an important criteria to evaluate drainage design at neighbourhood level.
Functionality to assess scenarios in a chart (similar to typical pre-urban vs. urban) would save time in GIS-postprocessing2 votes -
manhole and pipe size files
when I start a new network, the criteria automatically selects my default manhole and pipe size file, can you change it so when importing a file for the first time it selects my standard default files, older versions did select the default file
2 votes -
to be able to change the default button in storm duration
to be able to change the default button in storm duration so I can set up my own default settings
2 votes -
Change the size / dimensions of multiple manholes at once
MicroDrainage Network
It would be very useful if it was possible to change the dims of many manholes at once. It'a a very laborious and time consuming task to change each dimension one-by-one, especially if the network is very large!
3 votes -
"Copy to clipboard" alongside print/export on Microdrainage spreadhseet input/outputs
Would greatly simplify the process of getting results/details from MD into a report, skipping a stage in the current process (Export to CSV/Excel - Open)
2 votes -
Include Linear Drainage Channels
Support a wider range of linear drainage channels.
3 votes -
Include SuDS Maintenance
Add the ability to have a maintenance sheet in the print outs for SuDS structures.
3 votesThank you for the suggestion and thanks to those who commented and voted. This is to confirm that we've received your suggestion and that it will be reviewed and discussed for future consideration.
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Realistic Flow in SuDS structures
Realistic flow through bioretention, permeable paving and other SuDS within hydraulic models.
3 votes -
Support Biodiversity net gain
Support the ability to create a biodiversity metric for SuDS structures as per the Defra tool.
3 votes -
2 votes
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Link to InfoAsset Asset Management Software
Add a link to take drainage design data into Innovyze's InfoAsset Asset Management Software to complete the cycle of design - build - manage - maintain cycle.
2 votes -
Flood Studies Update: Ireland
Add support for the Met-Eireann DDF Irish Rainfall Data. The IDF data can be downloaded from a website and automatically uploading this data would be a big time-saver for users in Ireland.
6 votes -
Allow SOIL values < 0.15
The Rural Runoff estimate tool in MDSUDS does not allow values of SOIL below 0.15.
The UKSUDS greenfield runoff tool defaults to a value of SOIL=0.1 where SoilType=1
This produces a significant difference in results. This difference results from using values of SOIL from FSR vs Wallingford Procedure and FSSR7
It would be better if the MDSUDS tool allowed values of SOIL down to 0.1 for compatibility, and if the default values were standardised across the industry.2 votes
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