These videos are almost unwatchable. Very little useful content and the person speaking just needs to be replaced with AI if you can't find someone who can talk clearly.

Do InfoWater and InfoWorks WS use the same maths, engine? I.e. are the results the same?

Super easy en helpful 😊. Can we import into Civil 3D with visual properties and styles? Because with swap part, I couldn’t set the styles correctly

So, if I got it right, you are telling me that you need to go to Infraworks to delineate a watershed to be imported into an "Integrated Catchment Model" that costs 22,000/year and this cannot be achieved from within!

Thanks for this fantastic tutorial, also if you can provide these videos in a good quality it will be greatly appreciated

Excellent trouble shooting tools for modeling. Great job. Wish I would have known all these things when I was starting out.

In the catchment area section, Infodrainage requests the coefficient of runoff and the percentage of impervious area. I find this part a bit confusing. Shouldn't the percentage of impervious area directly correlate with the runoff coefficient? For example, if my catchment area is a road with a runoff coefficient of 0.9 (indicating that most of the water runs off), wouldn't the percentage of impervious area be 90%? Even though the entire road is impervious, we assume 10% of it could infiltrate, which is why the runoff coefficient is 0.9. You have kept the percentage of impervious area as 100 in the video.

In UK we use to do spacing of gully using Excel, can we do the same in Infodrainage directly ? or the way you show the inlet i assume it will check the hydraulic capacity only, can we get the number of inlet required for suppose 100m stretch of road?

🔥 "Promo SM"

I am watching AWS TWITCH session , one of your assoicates explaining nicely about this solution.

Hi team, is there anyone in nz that I could have a chat about the software? Thanks

verykood i like it

Good to see this for InfoSewer and InfoSWMM users moving to ICM - also SWMM5 users

Cool, the famous Greenville model, started life as an InfoSWMM model, and I have dozens of versions in InfoSWMM, ICM and ICM SWMM. Next stop: RDII in InfraWorks. Many thanks to Tim Medearis for a good workflow and video.

In a 1D model- How do you define a 100yr WSE at the outfall as a Boundary condition to see the backwater/tailwater effects during a 100 yr flood event? Do you just have the WSE level as the Flood Level (ft AD) specified/inputted in the outfall node?

Good Information

Hello , very useful video. I have downloaded and worked in the add on. It’s very useful. Unfortunately, import function is not working. Could you pls help

Audio is very Low and could not hear..

Why was it decided to put to have your inputs for wastewater (sanitary) into 'Catchment Area'? It is completely counter intuitive. Furthermore the UI is quite confusing and awkward when designing wastewater, the UI for Microdrainage was far more straight forward, intuitive and user friendly. This begs the question - if it ain't broke why fix it?

Where can we download Add in... does not appear in Autodesk App Store

When discussing problems of measuring and ESTABLISHING WATER LOSSES ALONG THE OPEN STREAMFLOES IN KARST along river channels in karst (Karst Hydrology for exp. Mediterrane area), reference is made primaly to upstream and middle reachs of the stream which are not located in typical and easily and easily discernible ponor zones and where and where the disapperance takes place through barely pereceptible small fissurrses, most frequenty at the bootom and rearlx at the side of OPEN stream ~ if we talk of a stream. The drying up is very rare in the winter period. It is occured now 3 time, before only twice. In order to find out where this water reaapears and to surface measurement points should be established as well as empirical probability curves for the number of drying up the days on minimum two stations at river all because we have Support Network OperationsIdentify area of suspected water loss can be a trigger for LEAKEGE. Also there is better linera dependece of losses on the section on the inflowing discharge. Fully connected in real time is so GOOD PRESENTED IN EVERY KARST PROBLEM. Than you civil engineer colegue!

Interesting tools and very helpful

Great

Download?

where i can download xpdrainage?

Great intrduction.

Nice. Can I get a certificate as well? I have watched the entire video.

Very well explained. thanks a lot. Is there any demo versions available to get our hands on?

Very pleased to watch this Video, well explained, thanks for sharing, much appreciated, God bless.

Hello, thank you for this wonderful video, I’m just wondering to see the model in 3D what types of data are required, and is it have to be 2D meshes or just ground surface data can be view in 3D? Appreciate your response. Thanks,

Interested..