Forum Post: Re: WaterGEMS Constituent Analysis
Thanks Jesse/Akshaya, I am trying to map the distribution area of treatment plants, I guess I will stick to the trace then!Mary
View ArticleForum Post: Re: Civil Storm V8i - how to change element type?
Yes, the ability to choose the node type for automatic creation of nodes at endpoints in Modelbuilder is another request that's currently being evaluated. However the global morph tool in the next...
View ArticleForum Post: Re: Why does StormCAD Oversize Pipes?
Regarding clash detection, please see below post:communities.bentley.com/.../82526.aspx
View ArticleForum Post: Re: Combination System Head Curve
The cpmbination system head curve only makes sense for an individual pump station.One thing you can do is set up scenarions where different pumps are running at hour 0, 1,2, 3 etc at the station B when...
View ArticleForum Post: Re: Civil Storm Dimensionless Rainfall Curve for SCS Type II...
It is probably best to get the data from Florida's DOT and key in the rainfall curve.
View ArticleForum Post: Re: Static Head in WaterCAD
I would probably just use WaterGEMS to compute the HGL at J-1 when PMP-2 is on and PMP-1 is off... But you should also find that the HGL at J-3 is the same as the HGL at J-1. That's because there is no...
View ArticleForum Post: Re: StornCAD:Settings to Calculate Only Pipe Design, not Inlet...
There was a bit of bad timing here. There is indeed a cumulative patch available for version 08.11.03.77 of our Storm and Sewer products (for SELECT subscribers), but it's currently in the process of...
View ArticleForum Post: Re: Bentley Patches
Thanks Jesse for feedback, I respect the technical issues in your side and hope be solved in short time.the *._PatchLog.txt is the file I am asking about and that gives good details about where is the...
View ArticleForum Post: Re: Turbine - Moment of Inertia
Thank you for your help and insight, Scott! I have one remaining question that I hope you may be able to answer. The "entrained water"--does this refer to the water that is inside turbine with the...
View ArticleForum Post: Re: Hammer - Turbine Specific Speed Operating Point
It looks like the built-in turbine data assumes the 'rated' conditions are the same as the best efficiency point when the gates are 100% open. Regards,Mal
View ArticleForum Post: Re: Pump on Pump off
[quote user="Mohamad Azzam"]PS: I just tried to post new case but I am getting below message, and was not able to post, is that temporary and will be solved? how we can deal with that?[/quote]If you...
View ArticleForum Post: Re: WaterGEMS - Hydrant flow curve
Hi Ben,Noted, thanks for your reply!CheersMary
View ArticleForum Post: Re: WaterCAD Nostalgia
Good memories! Artwork was by Robert Tinney. Jack has a post here about it:communities.bentley.com/.../hydrology-and-hydraulics-sometimes-surreal.aspx
View ArticleForum Post: Re: How to open animation file generated by Hammer software
Samir,To elaborate, the animation file format that you save to in the transient results viewer can only be opened by HAMMER. It can be useful if you want to send an animation to another HAMMER user.For...
View ArticleForum Post: Re: WaterCAD VSP + Upstream Control Change: Wrong pump speed/HGL
I think it's kind of neat that these docs reference back to Walski et al. (1994). It's hard to get that kind of velocity, on the order of 1.5 m/s depending on slope. If the flow doesn't persist liong...
View ArticleForum Post: Re: WaterCAD Saving Profile Line Thickness/Colour etc. ?
I have bad luck as well with chart option, for example when I create system head curve, after change the x,y scale form Axes (in chart Option) maximum and increment and once close it and reopen the...
View ArticleForum Post: Re: LPS Demand Distribution
You get far more information for he same amount of input in the model as opposed to a srpeadsheet. You can see pressures, velocities, head loss and do all sorts of color coding to...
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