Forum Post: Sources for Satellite maps to be embedded in WaterGEMS
Is there is possible method to get and integrate a satellite map for certain area to be used as a real model This is avalible in EPANET , as the user enters coordinates for a certain location in the...
View ArticleForum Post: RE: Hammer model setup/errors
HI Scott, Thanks for the responses. I believe that following your response I managed to achieve a good progress with model. I've conducted the following analysis. a) I ran the model without any surge...
View ArticleForum Post: RE: Sources for Satellite maps to be embedded in WaterGEMS
Yes - it's certainly possible to do that. And WaterGEMS supports more file formats than EPANET, plus it gives you the option to attach more than one background layer. Did you see the video I created...
View ArticleForum Post: Darwin Calibrator Examples
Hello There are some Darwin Calibrator Examples (Examples no. 4 and 5 and 8) in Bentley Folder (...\ProgramFiles\Bentley\WaterGEMS\Samples) which have no references or explains in Help or another...
View ArticleForum Post: storm cad
Hi, 1) Can you guys please tell me how to calculate flow (downstream)? This label is seen in conduit flex table. 2) Can we do automatic design for open channel flow of rectangular shape? 3) What is...
View ArticleForum Post: Modeling Jockey and Main Fire Pump
We have a client request to run a surge model to check impact of electrical pump startup on the fire network. The operation of this network is different from standard. The jockey pumps are selected...
View ArticleForum Post: RE: EPS
Antonio, Are you using the Pattern field in a reservoir to change the hydraulic grade over time for an EPS, where the rest of the upstream system is not modeled? Are you saying that you'd rather model...
View ArticleForum Post: RE: Darwin Calibrator Examples
Hello Sim, In WaterGEMS, if you will go to the WaterGEMS Help. Under the Contents tab, there is a section called Calibrating Your Model with Darwin Calibrator. It goes through the different steps....
View ArticleForum Post: RE: Hammer model setup/errors
Hello Fadi, As these are a different set of questions, I have split this thread into a new forum post. Whenever there are new questions, it is best to start a new thread, as this will allow future...
View ArticleForum Post: RE: Hammer model setup/errors
d) I then ran the analysis with the surge vessel but without the air valves (All Pump Trip_Vessel). I was surprised to see that the results were identical to the scenario described in c). Question 2:...
View ArticleForum Post: RE: Hammer model setup/errors
e) I then tried to setup the model to run an (All Pumps Start) scenario. I followed Bentley's technical note "Modeling A Pump Start-Up Transient Event In Bentley HAMMER V8i [TN]", but I couldn't get...
View ArticleForum Post: RE: Darwin Calibrator Examples
As for the models in the "samples" folder - these are additional models unrelated to the help and lessons. These are provided as examples of various modeling situations. There is no documentation...
View ArticleForum Post: RE: Darwin Calibrator Examples
Hello Would you please explain a little about Examples 4 and 8 too? Sim
View ArticleWiki Page: Units in SWMM output reports (Solution 500000085360)
Applies To Product(s): Bentley SewerGEMS, Bentley CivilStorm Version(s): 08.11.03.84 Environment: N\A Area: N/A Subarea: N\A Original Author: Bentley Technical Support Group...
View ArticleForum Post: RE: Modeling Jockey and Main Fire Pump
Hello, Regarding the demand patterns, you have entered a hydraulic pattern to adjust the demands. However, this pattern is not used by HAMMER. It is only used for the initial conditions, particularly...
View ArticleForum Post: RE: storm cad
1) Can you guys please tell me how to calculate flow (downstream)? This label is seen in conduit flex table. Are you talking about the Flow(Downstream Conduit) field? Flow itself in StormCAD is...
View ArticleForum Post: RE: storm cad
3) What is the average velocity? and how is it calculated? communities.bentley.com/.../10356.what-are-the-different-velocity-methods-used-in-sewercad-and-stormcad.aspx
View ArticleForum Post: RE: storm cad
4) Can anyone please tell how to calculate time of concentration for any catchment using excel? I think the best suggestion I have for this one is you'll have to Google it and have a look around...
View ArticleForum Post: RE: storm cad
2) Can we do automatic design for open channel flow of rectangular shape? I don't know that I've ever been asked this before. Based on what I know and what I'm seeing I'm going to say no, for the most...
View ArticleForum Post: RE: Modeling Jockey and Main Fire Pump
Thank you sooo much Scott..I will try the tool and upload the model if I need further assistance..
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