Forum Post: RE: WaterCAD Academic version that came on CD with WDM book 1e 2001
Hello Jesse, Just prior to your answer I found out that setting the compatibility in my Vbox WinXP 32 to Win98/ME did the trick. Strange enough compatibility options Win2000 or Win NT were not in the...
View ArticleForum Post: RE: WaterCAD Academic version that came on CD with WDM book 1e 2001
Hi Teunis, I'm glad to hear that you were able to get it working. If you have the opportunity to do so, I would still strongly recommend checking out a newer book with our newer version. We've improved...
View ArticleForum Post: RE: Annotation for Is Ever Overflowing not working in sewergems
Hello, This doesn't seem to be an issue in the latest version of SewerGEMS. What version are you currently using? If it is an older version, you may want to upgrade, using the steps in this link ....
View ArticleForum Post: RE: StormCAD - element disconnection notifications
Hello Hari, Are you saying the the flow results at the outfall are zero? Have you tried graphing the results to confirm if there is flow at other time steps? Regards, Scott
View ArticleForum Post: RE: WaterCAD Academic version that came on CD with WDM book 1e 2001
Hi Jesse, Thanks for the additional info. Regards, Teunis
View ArticleForum Post: RE: Simulation time of transients events
thanks in advance I think characteristic time should be considered when setting simulation time for any transient event, Is it ?
View ArticleForum Post: RE: Simulation time of transients events
Dear Jesse, your link already replied thank you so much for your fast response
View ArticleWiki Page: How can I apply a rainfall depth or intensity to a dimensionless...
Applies To Product(s): SewerGEMS, CivilStorm, StormCAD, PondPack, SewerCAD Version(s): CONNECT Edition, V8i Area: Layout and Model Input Original Author: Mark Pachlhofer, Bentley Technical Support...
View ArticleForum Post: RE: StormCAD - element disconnection notifications
Hello Hari, The graph I mentioned can be ignored, since this is StormCAD. I took a look at your model and this appears to be working as expected. The flow report at the outfall is flow related to...
View ArticleForum Post: RE: StormCAD - element disconnection notifications
I just wanna my model setup is good or not. Because I am getting high spread. I can only use up to 9.5 ft. When I used flow master with same data the spread is different and too low.If this model is...
View ArticleForum Post: RE: StormCAD - Time of concentration calculation methods
In addition to the Help topics on the Time of Concentration methods, we also have the following article in our wiki, specifically on the TR-55 Shallow Concentrated flow that you mentioned: Using the...
View ArticleForum Post: RE: StormCAD - element disconnection notifications
Hello Hari, There are no red user notifications and the results converge, so the setup should work. You have notifications related to lost subsurface flow, but these are for the catch basins that are...
View ArticleForum Post: WaterGems Model of Water Tank - Level Drops Faster Than Flow Out...
In EPS, a 75-ft diameter tank drops 40 feet in an hour, but the flow out would result in less than a 3-foot drop. The physical settings appear to properly define a 75-ft diameter tank with a total...
View ArticleWiki Page: Modeling reference - Turbines
Applies To Product(s): HAMMER Version(s): V8 XM, V8i, CONNECT Edition Area: Modeling Original Author: Scott Kampa, Bentley Technical Support Group Overview This Technote provides a reference for...
View ArticleForum Post: RE: StormCAD - gutter geometry setup
Hello Hari, I believe that the model ("working_part1") you posted in this particular thread ("gutter geometry setup"), was answered in another thread, " element disconnection notifications ". Please...
View ArticleWiki Page: Modeling turbine instant load rejection with wicket gate starting...
Product(s): HAMMER Version(s): V8i, CONNECT Edition Area: Modeling Problem How can I simulate transients from an instant load rejection, if the wicket gates are less than 100% open? If I try to set up...
View ArticleWiki Page: Modeling a control condition based on the sum of flow in multiple...
Product(s): WaterGEMS, WaterCAD Version(s): V8i, CONNECT Edition Area: Modeling Problem How can I create a control whose condition is based on the sum of flow through multiple pipes? For example the...
View ArticleWiki Page: Error validating model: Unexpected node element type
Product(s): CivilStorm, SewerGEMS Version(s): V8i Area: Modeling Problem When validating a model, the following error is generated: System.IndexOutOfRangeException: Unexpected node element type. at...
View ArticleForum Post: RE: WaterGems Model of Water Tank - Level Drops Faster Than Flow...
Hello Ken, Please provide your model files using one of the methods explained in the following article....
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