Forum Post: Re: Average velocity method
Is this a case where the inlets are sized for a 2 year storm and the pipes are sized for a 5 year storm? If so, using two scenarios works well. In the 5 year storm scenario, you just make sure that the...
View ArticleForum Post: Re: WaterCAD Saving Profile Line Thickness/Colour etc. ?
Hi Ben,Thanks for your detailed post. Rest assured, we're aware of the concerns you raised. Regarding what you mentioned about the .wtg file; things are a bit more complicated than it may seem and...
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Forum Post: Re: WaterCAD Nostalgia
I do still have the ruler since 2002 when I attend to Haestad Mehods courseRegards...................Mohamad
View ArticleForum Post: Re: Running Water Age Scenario in WaterGEMS, how to present in...
A third way I've had some success with is using ArcGIS to dump the data out instead of using WaterGems FlexTable "Export to File..." tool.You can open the WaterGems model in ArcGIS, modify the...
View ArticleForum Post: Re: PondPack ICPM
You should check the channel elevations against the elevation of the ponds they are connected to. If the pond top or bottom elevations are outside the range of channel elevations, then PondPack doesn't...
View ArticleForum Post: Re: StormCAD - Culvert Headlosses in Open Channel System
Mal,Thanks for the quick response. Yes, I am currently interested in peak flow so I'm using StormCAD - will move to CivilStorm for hydrograph related analysis soon. You say that the current version...
View ArticleForum Post: Re: SCS Initial Abstraction
I meant this is esp...ecially true for natural (undevelopped) watershed. ILetting Ia = 0.2S, could mean you're underestimating runoff peak flow and volume for natural watershed. For urban watershed,...
View ArticleForum Post: Re: StormCAD - Culvert Headlosses in Open Channel System
Thanks again, Mal . . . You have confirmed my research into this yesterday. I am checking our company's status with regards to upgrading to Select Series 3 and will use the standard headloss...
View ArticleForum Post: Re: PondPack ICPM
If you need further assistance, consider sharing your model files for us to take a look (.ppc and .ppc.mdb, zipped). If you're prefer not to share on this forum, we have a secure upload...
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Wiki Page: Modeling Force Mains With Air Valves [TN]
Applies To Product(s):Bentley SewerCAD Version(s):All V8 XM, V8i Environment: N/A Area: Modeling Subarea: N/A Original Author:Kristen Dietrich, Bentley Technical Support Group OverviewThe...
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Wiki Page: Importing Loading Information Using Modelbuilder [TN]
Applies To Product(s):Bentley SewerCAD Version(s):08.11.00.48 and above Environment: N/A Area: Data Import/Export Subarea: N/A Original Author:Jesse Dringoli, Bentley Technical Support Group...
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Wiki Page: Compatibility Chart [TN]
Applies To Product(s):WaterCAD, WaterGEMS, PondPack, StormCAD, SewerCAD, FlowMaster, CulvertMaster, Hammer, SewerGEMS, CivilStorm Version(s):Last four versions Environment: N/A Area: General...
View ArticleForum Post: Re: WATEROBJECT.NET : JUNCTION COLORING
Hello Akshaya,thanks for your response.I want to develop an application with (C# - WaterObjects.NET) where you can change the colors of the junctions and then view the network modified (with the...
View ArticleForum Post: Re: Using Common FlexTables for Various Users and Projects
Project-level FlexTables are available only for the project in which you create them. The Shared FlexTables are available for all projects for the user that created them and are stored in the user's...
View ArticleForum Post: Runoff Volume at a node
I would like to see what is the total runoff volume (m3) at a particular node (outlet or manhole) and I can't seem to find it under the report file.Where should I look?
View ArticleForum Post: Re: WATEROBJECT.NET : JUNCTION COLORING
Hi Mr Walski,i'm trying to display a district metering computation.My idea is to associate for every junction a different zone based the district metering computation. (in the physical properties of...
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Forum Post: Re: WATEROBJECT.NET : JUNCTION COLORING
Hi Giancarlo,You might find much of this functionality already in WaterCAD's/WaterGems's Pressure Zone Manager. This has the ability (with some tweaks) to automatically derive and color-code DMAs, as...
View ArticleForum Post: Re: Runoff Volume at a node
If you're referring to SewerGEMS or CivilStorm, you can use the Hydraulic Reviewer (under the Tools menu) to see the total volume of inflow, outflow and overflow for nodes.
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Blog Post: New Edition of "Computer Applications in Hydraulic Engineering"...
Computer Applications in Hydraulic Engineering, 8th EditionDr. Tom Walski (Author), Tom Barnard (Author), Rocky Durrans (Author), Mike Meadows (Author), Steve Lowry (Author), Brian Whitman...
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