Forum Post: Modeling Gutters in SewerGEMS: Flow, Depth, and Spread
I am modeling a storm sewer system in SewerGEMS using the dynamic wave solver. After reading all the documentation on modeling gutters, I still have some questions: 1. What happens when the flow in a...
View ArticleWiki Page: "The period between path histories has been increased..."...
Applies To Product(s): Bentley HAMMER Version(s): V8i Environment: N\A Area: Output and Reporting Subarea: N\A Original Author: Jesse Dringoli, Bentley Technical Support Group...
View ArticleForum Post: RE: batch pipe split not working - "Object reference not set to...
Hello, It would be useful to have a copy of the model files in order to look into this issue. There are two options for sharing your model files on BE Communities. If you would like the files to be...
View ArticleForum Post: RE: batch pipe split not working - "Object reference not set to...
Thanks Scott, For the moment the issue resolved itself. I simply did individual splits and smaller batch pipe splits and eventually got through whole system. It is possible the issue will come up...
View ArticleWiki Page: How can I keep the labels when doing a batch morph?
Applies To Product(s): Bentley WaterCAD Version(s): 08.11.04.57 Environment: N/A Area: Layout and Data Input Subarea: Original Author: Terry Foster, Bentley Technical Support Group Problem...
View ArticleForum Post: regarding loading
Dear Technical Support memeber, I have one more basic query . I designed my network by cumulating manhole loading ( adding loading of previous to new one) on area basis. On computing results most of...
View ArticleForum Post: RE: query in solving one notification
Actually, SewerGEMS can have more than one outfall in a network, but you must ensure that you are doing a 'dynamic wave' analysis. To do this, set the Active Numerical Solver field in the Calculation...
View ArticleForum Post: RE: regarding loading
Hello Parikshit , Conduit does not meet minimum velocity means the conduits are not meeting the velocity criteria provided by you in default design constraints. Please check the ground elevations of...
View ArticleForum Post: RE: Pipe run not defined as continuous pipe list Message -...
I created a wiki solution for this just, so everyone can understand more about what we were talking about in this post....
View ArticleForum Post: WaterCAD doesn't assign labels to new pipes
Part way through building a model, WaterCAD seems to have stopped automatically assigning labels to new pipes - whether imported with modelbuilder or 'drawn' in manually. Is there some setting I may...
View ArticleWiki Page: How are the pump flows used in the transient analysis derived in...
Applies To Product(s): Bentley HAMMER Version(s): 08.11.xx.xx Environment: N/A Area: Modeling Subarea: Original Author: Scott Kampa, Bentley Technical Support Group Problem Description...
View ArticleForum Post: RE: WaterCAD doesn't assign labels to new pipes
Ryan, I don't know that I have ever seen that happen before, but there are few things you can check. 1) Go to Tools Options and click on the 'Labeling' tab. Check to see what next pipe created is...
View ArticleForum Post: RE: WaterCAD doesn't assign labels to new pipes
Adding to what Mark said, you could also try compacting the database and synchronizing the drawing. To do this, go to Tools Database Utilities Compact Database. When that is completed, do the...
View ArticleForum Post: WaterGEMs for modeling system with non-aqueous fluid (crude oil...
Hello, Looking for information on the applicability of using WaterGEMs for modeling system with non-aqueous fluid, specifically crude oil . Any special considerations, model options to use,...
View ArticleForum Post: RE: WaterGEMs for modeling system with non-aqueous fluid (crude...
You can use the WaterGEMS hydraulic solver to the extent that the fluid is a Netwonian, single phase fluid. You would need to adjust the viscosity and density for that fluid. I have my doubts about...
View ArticleWiki Page: How do I resolve the user notification 41848 -" Pipe run not...
Applies To Product(s): Bentley WaterGEMS, Bentley WaterCAD Version(s): 08.11.04.58 Environment: N/A Area: Output and Reporting Subarea: Original Author: Mark Pachlhofer, Bentley Technical Support...
View ArticleForum Post: RE: WaterGEMs for modeling system with non-aqueous fluid (crude...
To add to what Tom said, this is another question about pump results that comes up sometimes when people model fluids other than water. It may help you if you decide to go forward with the model....
View ArticleWiki Page: Can I perform an automatic design for a conduit defined as having...
Applies To Product(s): Bentley StormCAD Version(s): 08.11.XX.XX Environment: N/A Area: Layout and Data Input Subarea: Original Author: Mark Pachlhofer, Bentley Technical Support Group Problem...
View ArticleWiki Page: Modeling demand patterns in Bentley HAMMER
Applies To Product(s): Bentley HAMMER Version(s): 08.11.xx.xx Environment: N/A Area: Modeling Subarea: Original Author: Scott Kampa, Bentley Technical Support Group How To...
View ArticleForum Post: RE: WaterGEMs for modeling system with non-aqueous fluid (crude...
Thank you both for your quick response. It appears that WaterGems may not be best suited to handle the job. It looks like we'll need to compare the results side-by-side w/ other hydraulic modeling...
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