Wiki Page: ProjectWise Integration
Applies To Product(s): WaterGEMS, SewerGEMS, CivilStorm, StormCAD, PondPack, SewerCAD, HAMMER, WaterCAD, CulvertMaster, FlowMaster Version(s): 08.11.02.XX + Original Author: Shahzab Bukhari, Bentley...
View ArticleForum Post: RE: Unable to get my model balanced
Hello Michael, I was able to compute the model you sent without a problem, using what appears to be the same version that you are using (10.01.01.04). Both scenarios balance. The "Domestic" scenario...
View ArticleWiki Page: How can I model a backflow preventer?
Applies To Product(s): WaterGEMS, HAMMER, WaterCAD Version(s): V8i, CONNECT Edition Area: Modeling Original Author: Mark Pachlhofer, Bentley Technical Support Group Problem How can I model a backflow...
View ArticleForum Post: RE: Pond to catchment connection
Hello Benjamin, I assume you are using PondPack. Catchments in PondPack only accept rainfall from your storm events. You cannot direct flow from a pond, onto a catchment. If this catchment represents...
View ArticleForum Post: RE: Negative pressure at the Surge tower and Hydropneumatic Tank
Doan, we are looking into this and will get back to you soon. Thanks for your patience.
View ArticleWiki Page: How to model a Combination Pressure Reducing Valve (PRV) and...
Product(s): WaterGEMS, WaterCAD Version(s): Varies Area: Modeling Application and Benefits To maintain a minimum upstream and maximum downstream pressure or hydraulic grade. This valve may be helpful...
View ArticleForum Post: Negative sign right the numbers in results file (profile - data)
Dear all, I would like to inquiry about (Negative sign right the numbers in results file (data)) When I copy and past the Hammer results in Excel file, it does not recognize the negative sign right the...
View ArticleForum Post: error al exportar el i-model a partir de sewergems
buen dÃa mi consulta es la siguiente he querido exportar mi modelo sewergems a i-model y en el proceso me sale el siguiente error imodel excepción de HRESULT: 0x8007007E, quisiera saber como solucionar...
View ArticleForum Post: RE: Unable to get my model balanced
That seemed to take care of the issue. I kept having problems with the pipes adjacent to the GPV closing and giving me odd results. Thank you very mucjh for your help. You saved me a lot of hair pulling!
View ArticleForum Post: RE: error al exportar el i-model a partir de sewergems
Hello Edwin, Could you please confirm if you had i-model engine setup installed separately at the time of installation? What is the version of SewerGEMS that you are using? How can I find my...
View ArticleForum Post: RE: Negative sign right the numbers in results file (profile - data)
Hello Moustafa, Could you please explain further which results you are copying from Hammer with negative signs? I tried exporting the results from flex table and also from transients results viewer ,...
View ArticleForum Post: RE: Is using the 'geometry collection field' for deducing the...
Hey Jesse, Well, this was extremely helpful. Thanks a lot. This would be saving me a lot of hassle.
View ArticleForum Post: Divide Catchment
IS there any tool to automatic divide of single catchment into many???Using SewerGems Connect addition. Thanks
View ArticleForum Post: RE: Divide Catchment
Hello Shankar, There is tool in SewerGEMS Connect Edition called catchment delineation, which creates catchments for you automatically using catch basins as outflow node with the help of Terrain model....
View ArticleForum Post: RE: Calculation with tidal effect
Hi Craig, I have used CivilStorm since one year on and off, so I am not very experienced in the application of the software and to use the forum. I am sorry for that. I use MS with CivilStorm (Connect...
View ArticleWiki Page: Paging file is too small for this operation to complete
Product(s): SewerGEMS, SewerCAD, CivilStorm, StormCAD Version(s): 08.11.XX.XX Area: Calculations Problem When trying to compute a model, the following error occurs: "The paging file is too small for...
View ArticleForum Post: RE: Negative sign right the numbers in results file (profile - data)
Hello Moustafa, If you are exporting data from the Transient Analysis Detailed report, the following link has the general steps for this: How to view extended node transient results for hydropneumatic...
View ArticleForum Post: I am unable to achieve my sprinkler fire flow and I am not sure why.
I have a model with hydrants and sprinkler demands. The hydrants have a minimum psi requirement of 20 psi and the sprinklers 60psi. These are the results I am getting: For some reason, none of the...
View ArticleForum Post: RE: I am unable to achieve my sprinkler fire flow and I am not...
How many sprinklers are you opening at once? What is the exact wording of the standard that you are not passing? I assume you are modeling the sprinklers using emitters. What emitter coefficient (with...
View ArticleForum Post: SCS Storm Data
I am using the SCS method for the unit hydrographs in a Civilstorm and there are 2 things I would like to change. The first is the length of the storms. Is it possible to use the 6 hr SCS storm types?...
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