Wiki Page: Different results when changing Maximum Network Traversals
Applies To Product(s): Bentley StormCAD, Bentley CivilStorm, Bentley SewerGEMS Version(s): 08.11.03.77+ Environment: N/A Area: Calculations Subarea: Original Author: Jesse...
View ArticleForum Post: RE: Convergence NOT Achieved
This question has always been on my mind because my company likes to archive files. When I want to archive or post files to share, which file formats do I need to archive/share a model?
View ArticleForum Post: RE: Convergence NOT Achieved
In the latest version of the software the files that you need are the .STSW, .STSW.SQLLITE and the .STSW.DWH files, although the .DWH file is not really necessary unless you have a lot of color coding...
View ArticleForum Post: RE: Help With setting up a VSP or VFD with 4 pumps.
Got it! i mean the priority part. I think I have a real issue on my hand. First of all I am analyzing power failure at a LS (an example of the specific LS is attached to the model. My goal is to be...
View ArticleForum Post: RE: Convergence NOT Achieved
Hi, I uploaded two models using the Secure Sharefile method. One model is dated 14_0925 and the other model is dated 14_1002. The 14_0925 is an earlier model version of 14_1002, but both are largely...
View ArticleForum Post: RE: Help With setting up a VSP or VFD with 4 pumps.
Model uploaded. Thanks Jesse.
View ArticleForum Post: RE: Help With setting up a VSP or VFD with 4 pumps.
Wait a second. This is a whole different problem. The GVF convex solver is great for most collection systems, especially those with significant pressure flow. In the gravity subnetworks, they work by...
View ArticleWiki Page: My scenario is not converging on a solution. Convergence NOT...
Applies To Product(s): Bentley StormCAD Version(s): 08.11.XX.XX Environment: N/A Area: Output and Reporting Subarea: Original Author: Mark Pachlhofer, Bentley Technical...
View ArticleWiki Page: Can a different liquid be modeled in WaterGEMS/WaterCAD/HAMMER?
Applies To Product(s): Bentley WaterCAD, Bentley WaterGEMS, Bentley HAMMER Version(s): 08.11.xx.xx Environment: N/A Area: Layout and Data Input Subarea: Original Author: Scott...
View ArticleForum Post: RE: Fire flow in dedicated fire main
Hello, The below Support Solution may be of interest to you: communities.bentley.com/.../9293.modeling-a-connection-to-an-existing-system.aspx This talks about the suggested approach to modeling the...
View ArticleForum Post: Gravity Notifications (Sewer Cad)
Dear All, What this notification means? "Manhole" "7199" "MH-969_581-C05" (N/A) "There should be only one non-diversion type conduit out of a gravity junction." Hydraulics Validation Best Regards,...
View ArticleForum Post: PondPack - How to change rainfall depth for different storms?
We're using the SCS Type-II distribution for various storm events. PondPack will not let us input the rainfall depth for a specific design storm using the SCS methodology. I've used a lot of software...
View ArticleForum Post: RE: PondPack - How to change rainfall depth for different storms?
Hello, Are you using PondPack V8i? PondPack does support applying rainfall depths to the SCS distributions. Section 2 of Quick Start Lesson 1 in the Help (Specify Temporal Rainfall Distribution Data )...
View ArticleForum Post: RE: Gravity Notifications (Sewer Cad)
June, It sounds like you have a flow split in your model at manhole "7199". Meaning, there is more than one pipe leaving the manhole. In SewerCAD, you will need to use the diversion feature to model...
View ArticleForum Post: RE: Convergence NOT Achieved
Anyone have any luck with figuring out why changing the sizes of surcharged pipes would lead to the model NOT converging, when an earlier version converged after changing the pipe sizes?
View ArticleForum Post: RE: Convergence NOT Achieved
In the 14_0925 model as you sent it, the max traversals option is set to 1000 In the 14_1002 model, it was set to 10. If you change the max traversals in the 14_0925 model to 10, to match the other...
View ArticleWiki Page: Demand calculation with Continuous patterns and EPS Snapshot...
Applies To Product(s): Bentley WaterGEMS, Bentley WaterCAD Version(s): 08.11.XX.XX Environment: N\A Area: Calculations Subarea: N\A Original Author: Jesse Dringoli, Bentley...
View ArticleWiki Page: Demand during EPS not equal to base demand times pattern...
Applies To Product(s): Bentley WaterGEMS, Bentley WaterCAD Version(s): 08.XX.XX.XX Environment: N\A Area: Calculations Subarea: N\A Original Author: James Falconer, Bentley...
View ArticleForum Post: TREX
I recently utilized a XML file to assign elevations to the nodes in a model through the TREX tool. Today, I added around 10 new nodes to the model. I planned to create a selection set of the new...
View ArticleForum Post: RE: Gravity Notifications (Sewer Cad)
Jesse, What if I don't have Sewer Gems and Civil Storm? What can I do to approximate the diversion rating curve? What Im thinking right now, is that, If Sewer Cad cant do that, Is it possible that I...
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