Forum Post: Darwin Designer & WaterCAD
Dear Colleagues, Hello all.I had two quick questions 1.This is about Darwin designer.I am optimizing my network of 46 pipes and 40 junctions for a peak hour +fire timestep at 10th hour but when i...
View ArticleForum Post: RE: Flow/Capacity (Design) while using Darcy-Weisbach method
Hi Craig, Had it been occurring only for the biggest diameter pipe in conduit catalog it was ok. But the problem is, it happens for all the pipes . Best Regards Jatin Talwar
View ArticleForum Post: RE: UDF Program and Hydrant Connectivity using WaterGEMs
Michael, your option #2 might also work in the meantime. You could create a pipe prototype with the properties for your hydrant laterals, then connect a pipe between the imported hydrants and the...
View ArticleWiki Page: Haestad Product TechNotes And FAQs
The following TechNotes and FAQs are provided as a reference by Bentley's Technical Support Group. Licensing Hydraulics and Hydrology Product Licensing (Activation) FAQs and Troubleshooting...
View ArticleWiki Page: Modeling Reference - Hydropneumatic Tanks [TN]
Applies To Product(s): Bentley HAMMER Version(s): V8i, CONNECT Edition Area: Modeling Original Author: Jesse Dringoli, Bentley Technical Support Group Overview This TechNote explains how the...
View ArticleForum Post: RE: Volumen total de cámara - dipping tube - Hammer
Hello Diego, Can you understand English? I am including both an English and Spanish (machine-translated) version of my answer below. Inglés :: The volume of the the dipping tube hydropneumatic tank is...
View ArticleForum Post: RE: Flow/Capacity (Design) while using Darcy-Weisbach method
Please provide the model files using one of the options in the link below. Sharing Hydraulic Model Files on the Haestad Forum
View ArticleForum Post: RE: UDF Program and Hydrant Connectivity using WaterGEMs
Just to clarify - if you go with option #2, your comment about isolation valves is indeed important. With a flushing study, location of valves (that may be closed off) can be important, so be sure to...
View ArticleForum Post: RE: Volumen total de cámara - dipping tube - Hammer
Muchas gracias por su respuesta. Si, entiendo ingles pero soy un desastre escribiendo. Le hago una consulta adicional para confirmar bien el tema: En el ejemplo que Usted me da entiendo que el dipping...
View ArticleWiki Page: Running a Long Term Continuous Simulation
Applies To Product(s): CivilStorm, SewerGEMS Version(s): CONNECT Edition, V8i (SELECTseries 2) or later Area: Modeling Original Author: Scott Kampa, Bentley Technical Support Group Overview The purpose...
View ArticleWiki Page: Error 318 appears when computing model using the SWMM solver
Applies To Product(s): Bentley SewerGEMS Version(s): 10.00.xx.xx, 08.11.xx.xx Area: Calculations Original Author: Jesse Dringoli, Bentley Technical Support Group Problem When computing a long term...
View ArticleWiki Page: What is the purpose the Rainfall File, Runoff File, and RDII File...
Applies To Product(s): CivilStorm, SewerGEMS Version(s): CONNECT Edition, V8i (SELECTseries 2) or later Area: Modeling Original Author: Scott Kampa, Bentley Technical Support Group Problem What is the...
View ArticleForum Post: RE: Volumen total de cámara - dipping tube - Hammer
Diego, The variable elevation curve represents the entire tank - from bottom / base to the top. So, the 1.00 m value for Liquid Elevation represents the bottom of the tank and the 3.31 m represents the...
View ArticleWiki Page: Why Pressure(calculated residual) field is N/A?
Product(s): WaterGEMS, WaterCAD Version(s): 08.11.XX.XX Area: Output and Reporting Problem Why is the Pressure (calculated residual) field value show N/A for a steady state or EPS? Solution The...
View ArticleWiki Page: Types of flows that can be applied at a catch basin for the...
Product(s): SewerGEMS, CivilStorm, StormCAD Version(s): 08.11.XX.XX and 10.00.XX.XX Area: Modeling Problem Using the GVF-Rational (StormCAD) solver, what are the different types of inflows that a user...
View ArticleWiki Page: IDF Equation Coefficients: E, B, D vs A, B, N
Product(s): SewerGEMS, StormCAD, CivilStorm, PondPack Version(s): 08.11.XX.XX 10.00.XX.XX Area: Layout and Data Input Problem What happened to the E, B, D coefficient IDF curve type? IDF curve equation...
View ArticleForum Post: RE: Volumen total de cámara - dipping tube - Hammer
Excelente!!! Muchas Gracias, ahora si me quedó claro que datos y como ingresarlos.
View ArticleWiki Page: [Deleted] SELECTserver License Configuration for Haestad Products...
Applies To Product(s): Haestad Products Version(s): V8i XM, V8i Environment: N/A Area: N/A Subarea: N/A Original Author: Bentley Technical Support Group Deleted - replaced with video content here:...
View ArticleForum Post: RE: Darwin Designer & WaterCAD
Simon, 2. The .WCD file will have to be converted to a .WCD.MDB file using WaterCAD 7. If there is already a .WCD.MDB file all you need to do is open the file in WaterGEMS by going to File > Import...
View ArticleWiki Page: Outfall flow is higher than expected
Product(s): PondPack Version(s): 08.11.01.56 Area: Output and Reporting Problem Why is the flow reported at an outfall node higher than expected? [Problem ID#: 39297] Solution This is because the...
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