Forum Post: RE: Color Coding Tank Service Areas
Tom, Thanks for your reply. I'm familiar with creating zones but not how to color code the pipes within the zone such that the zone boundaries are clearly identifiable. Assistance is appreciated....
View ArticleForum Post: RE: SewerCad V8i: Automatic Design
Jesus, I think we have given you as much information about the method as we can. The design priorities document that I uploaded for you above is what we have that describes heuristic design algorithm...
View ArticleForum Post: RE: Modeling pipe storage in SewerGEMS
Hello, With the current setup, the downstream hydraulic grade will basically be the value at the wet well. With the pump not being on, the wet well fills to the maximum level. If you want more control...
View ArticleForum Post: RE: SewerCad V8i: Automatic Design
thanks for your answers. This information is very useful for me. Regards Jesús
View ArticleForum Post: RE: Color Coding Tank Service Areas
One you have created the zones and have the right pipes assigned to the zones, just go to View Element Symbology New Color Coding Zone
View ArticleForum Post: RE: Color Coding Tank Service Areas
Scott, Once you've done what Tom has suggested you should have something that looks like this:
View ArticleForum Post: RE: Color Coding Tank Service Areas
Tom, Thanks again but in my View menu in WaterGEMS, there isn't an element symbology option. Any thoughts on where it may be located? Scott
View ArticleForum Post: RE: Color Coding Tank Service Areas
When you pick the View button, Element Symbology should be the first choice from the drop down. We also dock the Element Symbology dialog on the left side of the display by default when WaterGEMS is...
View ArticleForum Post: RE: Modeling pipe storage in SewerGEMS
Thank you for your response. I had actually started modeling the system with an outfall instead of the wet well/pump combination, but I was not able to get the model to simulate a zero outflow...
View ArticleForum Post: RE: Color Coding Tank Service Areas
Scott, I'm not sure if you've found the window yet, but this might help to show you where it should be visibly located by default in WaterGEMS Standalone. If it's not there and you can find it you can...
View ArticleForum Post: RE: RE: Turbine design in Hammer
Hello, Could you send a copy of the model that you are using for this? Seeing how your operating rule is currently set up may be of some use. To send this, there are two options for sharing your model...
View ArticleWiki Page: What is the difference between a Simple Control and a Logical...
Applies To Product(s): Bentley WaterGEMS, Bentley WaterCAD, Bentley CivilStorm, Bentley SewerGEMS, Bentley SewerCAD Version(s): 08.11.XX.XX Environment: N/A Area: Modeling...
View ArticleForum Post: RE: Modeling pipe storage in SewerGEMS
Hello, Let me step back and ask what you are expecting in terms of results. Are the pipes supposed to slowly fill over time? Should they become surcharged? If the conduits are only expected to reach a...
View ArticleForum Post: RE: pump power failure
Hello Ahmed, Depending on the transient settings for the pump, it may take some time for the flow to stop. You may want to check the time history graph for the results if you have not already. If that...
View ArticleForum Post: RE: Color Coding Tank Service Areas
When working in ArcMap, the steps are a bit different. After further discussion, Mark pointed me to the 4th question in the following link....
View ArticleWiki Page: How do you add color coding to the Haestad Water products?
Applies To Product(s): Bentley WaterGEMS, Bentley WaterCAD, Bentley SewerGEMS, Bentley SewerCAD, Bentley StormCAD, Bentley CivilStorm, Bentley HAMMER Version(s): 08.11.xx.xx...
View ArticleForum Post: RE: pump power failure
Don't forget that the pump inertia is insignificant compared to the inertia of the liquid in your system. Imagine a freight train that was 2km long and weighed 4000 tonnes - that's how much water you...
View ArticleForum Post: RE: pump power failure
Hello all, Scott, the file is attached. Mal, I see that the inertia causes the fluid to continue downstream the pump even after power failure. But , would it cause the fluid to be pulled out...
View ArticleForum Post: RE: RE: Turbine design in Hammer
Hello, I have some additional information for you. With a Load Rejection modeling case, the electrical grid no longer needs power from the turbine’s generator, so the electrical load on the turbine...
View ArticleForum Post: RE: pump power failure
Hello Ahmed, One thing you may want to do is look at the elevations in the model, including around the pumps. The elevations at three of the four pumps is set to -5 meters, the other is set to 0...
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