Forum Post: RE: I am unable to achieve my sprinkler fire flow and I am not...
The intent of the sprinkler nodes is to meet the demand requested by the mechanical designer. So I have a minimum pressure of 60psi and the minimum flow rates above which are all 1500gpm for the...
View ArticleForum Post: RE: I am unable to achieve my sprinkler fire flow and I am not...
You will never get 1500 gpm out of a sprinkler (that's a hydrant demand) or a 2 in. 2500 ft pipe (that's 150 ft/s velocity). Usually the sprinkler demands are much less than 1500 gpm. I suggest you...
View ArticleForum Post: Vertical Bends In SUDA
I'm am trying to model vertical bends in SUDA but I have only seen a option to place horizontal bends. Is there a way to place a vertical bend at a certain location and have it show up in profile...
View ArticleWiki Page: Updating video drivers and troubleshooting video hardware issues
Product(s): WaterCAD, WaterGEMS, HAMMER, StormCAD, SewerCAD, SewerGEMS, CivilStorm, PondPack Version(s): 10.XX.XX.XX, 08.11.XX.XX Environment: N\A Area: General Problem In some cases you may experience...
View ArticleForum Post: Control Condition is undefined?
When attempting to run a base flow analysis in WaterCAD, I get message 41535, "Control condition is undefined." This is odd, since I haven't attempted to create any controls, but when I open the...
View ArticleForum Post: RE: Temporary weir
Hello George, Assuming that you you want to use the weir only in the scenario with the smaller storm event, you can use scenario management to do this. You would have two physical alternatives, one for...
View ArticleForum Post: RE: Control Condition is undefined?
Hello John, If no elements have controls (such as a pump control where it turns off at a certain tank elevation), simply delete the control. This is likely added accidentally at some point. The other...
View ArticleForum Post: RE: Temporary weir
Sorry I was not clear with the scenario I described. Often at the site the weir is not let down until the storm has already started, meaning that for the first part of the rain event there is an outlet...
View ArticleForum Post: RE: Vertical Bends In SUDA
Hello Chase, That's correct - a change in slope is modeled by placing a generic node at the "bend" elevation. In the Haestad products (like StormCAD and CivilStorm), the Transition node element would...
View ArticleWiki Page: Inserting an aerial image background layer in the correct location
Applies To Product(s): WaterGEMS, WaterCAD, HAMMER, StormCAD, SewerCAD, SewerGEMS, CivilStorm, PondPack Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Layout and Data Input Original Author: Jesse Dringoli,...
View ArticleForum Post: RE: Temporary weir
Hi George, If you're using the Explicit (SWMM) solver in SewerGEMS or CivilStorm, you can change the weir height via SWMM controls: Using SWMM Control Sets in SewerGEMS and CivilStorm Otherwise, you...
View ArticleForum Post: RE: Negative pressure at the Surge tower and Hydropneumatic Tank
Hello Doan, Apologies for the delay in response as it took some time to fully analyze this model. Here are my observations and comments: 1) The hydropneumatic tank (HT) becomes empty at about 5.9...
View ArticleForum Post: RE: Huge Spike at Energy Grade Line
Hello Michelle, Thanks for uploading the model files, we are working on it. Will get back to you shortly.
View ArticleForum Post: RE: Temporary weir
Hello George, Using Scenario Management as Scott suggest is a good way to test physical conditions as per your requirements. In the first scenario you can use the initial weir elevation (under normal...
View ArticleForum Post: Watergems series 6 download
Hi, can somebody give me a link where I can download Watergems series 6? Since that's the license that I have.Thanks
View ArticleForum Post: RE: Watergems series 6 download
Hello Saide, You will not have access to download software from Bentley's website if you are a Non-SELECT user, i will contact you offline via service request and provide you the setup. Downloading...
View ArticleWiki Page: Opening SewerGEMS model in SewerCAD, StormCAD, CivilStorm and...
Product(s): SewerGEMS, SewerCAD, StormCAD Version(s): CONNECT Edition, V8i Area: Data Input and Layout Problem Can I send my SewerGEMS Sanitary model to a SewerCAD user? Can I open a model originally...
View ArticleForum Post: RE: Calculation with tidal effect
Hello Michael, [quote userid="390112" url="~/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/161749/calculation-with-tidal-effect/478293"]On your and my curves I see a negativ...
View ArticleForum Post: RE: Watergems series 6 download
Hello Saide, I confirmed that your company is having SELECT contract, so you can download WaterGEMS latest version as using link provided. I have sent you mail with information about who has rights to...
View ArticleForum Post: RE: Negative sign right the numbers in results file (profile - data)
Thanks for your answer. I export the results from transient results viewer, and then data. The negative sign, as shown below, is at the right side for numbers. Also, when I copy and past these values...
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