Quantcast
Browsing all 39611 articles
Browse latest View live

Forum Post: Calibrator trouble

After I do an optimized run with Darwin Calibrator, and let it make it's pipe roughness adjustments, I then run an identical scenario, but let the calibrator adjust demands, as well. This results in a...

View Article


Forum Post: RE: Calibrator trouble

Darwin Calibrator does a great job with calibration if you 1. are adjusting the right parameter and 2. have good quality data. The key place where the modeler needs to think is identifying what is the...

View Article


Wiki Page: Other - Bentley PondPack

View Article

Wiki Page: System.InvalidOperationException when opening PondPack

      Applies To        Product(s): Bentley PondPack   Version(s): 10.00.XX.xx   Environment:  N/A   Area:  Other   Subarea:    Original Author: Terry Foster, Bentley Technical Support Group...

View Article

Forum Post: RE: Calibrator trouble

I agree with Tom 100%. Let me assume that you have already calibrated your model manually and now you are fine tuning it with Darwin Calibrator, DC. (This is actually the time to use Darwin...

View Article


Forum Post: Drop Structure problem in StormCad

 I have a problem with my StormCAD project with using of drop structures. When  i run my design with some nodes "Allow drop structure" is set to true, profile is not taken into account this option .Why...

View Article

Wiki Page: What is the process a Haestad product takes to integrate with...

      Applies To        Product(s): Bentley StormCAD, Bentley WaterGEMS, Bentley WaterCAD, Bentley SewerGEMS, Bentley SewerCAD, Bentley CivilStorm, Bentley HAMMER, Bentley PondPack   Version(s):...

View Article

Wiki Page: PondPack user notification: Mass balance for routing volumes vary...

      Applies To        Product(s): Bentley PondPack   Version(s): 08.11.xx.xx   Environment:  N/A   Area:  Output and Reporting   Subarea:    Original Author: Scott Kampa, Bentley Technical Support...

View Article


Wiki Page: Modeling - Bentley PondPack

View Article


Wiki Page: The ponds in my interconnected ponds (ICPM) model are not at...

Applies To Product(s): Bentley PondPack Version(s): 08.11.01.56 Environment: N/A Area: Modeling Subarea: Original Author: Mark Pachlhofer, Bentley Technical Support Group               Problem...

View Article

Wiki Page: PondPack user notification: "One or more level pool routing ponds...

      Applies To        Product(s): Bentley PondPack   Version(s): 08.11.xx.xx   Environment:  N/A   Area:  Calculations   Subarea:    Original Author: Scott Kampa, Bentley Technical Support Group...

View Article

Forum Post: Hammer - Valve characteristics curves are labelled incorrectly

Folks, the engineering library "Valve characteristics" supposedly contains data relating the effective discharge coefficient percentage of a valve to the closure percentage.  However, reading the...

View Article

Forum Post: RE: Pattern (Demand )

Thanks Jesse, Its working Thanks, RSP.

View Article


Forum Post: Sewer GEMS peak factor for each pipe segment

Dear All,  I am trying to find a solution to solve the peak factor multiplier issue in sewergems.  Basically, peak factor for sewage is decided upon the population units. It is like peak factor...

View Article

Forum Post: Fixed Flow Simulation Using Watergems

Hi everyone, Could Watergems run an EPS simulation by using fixed flow profile instead of pressure profile as a boundary condition. The inlet flow profile will acting as (+ve-give water) intead of...

View Article


Forum Post: RE: Drop Structure problem in StormCad

Please make sure that you have checked in the option of Design structure elevation as you have selected automated design option , it seems to be unchecked in the screenshot. If you could create a...

View Article

Forum Post: RE: Drop Structure problem in StormCad

yes. it is worked for me. I  thought  "Design structure elevation" is for capturing manhole top elevation from dtm terrian, so i didn't checked that option. Based on your reply it seems to be it is...

View Article


Forum Post: RE: Elevated Tank Modeling

I am in the process of designing a new Water Treatment Plant. At this point we are trying to determine a tie-in location. There is a main line near the highway but there is also an elevated storage...

View Article

Forum Post: RE: RE: Elevated Tank Modeling

I'm not sure what you mean by "the tank will have inadequate turnover due to pressure in the line not being low enough." It all depends on how you operate the pumps. When the tank level gets high,...

View Article

Forum Post: RE: Sewer GEMS peak factor for each pipe segment

Hello RSP, The following support solution has some general information on using Extreme Flow Setup with the SewerCAD solver: communities.bentley.com/.../using-extreme-flow-factors-in-sewercad.aspx The...

View Article
Browsing all 39611 articles
Browse latest View live


<script src="https://jsc.adskeeper.com/r/s/rssing.com.1596347.js" async> </script>