Forum Post: RE: Watercad
Hello Mohamed, This new user learning guide can be very useful. It includes a download for a welcome kit, as well as general information on using WaterCAD. In addition, this includes some training...
View ArticleForum Post: HAMMER Quadrant Curves Linked To Project
Hi, I have added in my own characteristic curve with my calculated specific speed. Everything looks good. I save my project but when my colleague opens my project the new specific speed from the...
View ArticleForum Post: watergems v8i. Darwin Designer
Hi When I want to use the darwin designer in watergems v8i , the software, regardless of the limits imposed by me, will equal all the diameters. What is the cause and the problem thank you
View ArticleWiki Page: Custom quadrant curve not being recognized
Applies To Product(s): Bentley HAMMER Version(s): CONNECT Edition, V8i Area: Calculations Original Author: Scott Kampa, Bentley Technical Support Group Problem Description After creating a custom...
View ArticleForum Post: RE: HAMMER Quadrant Curves Linked To Project
Hello Amanda, You would need to provide the custom quantum curve text file to your colleague as well, and have them save the file to their HAMMER installation folder. They will want to copy and...
View ArticleForum Post: RE: watergems v8i. Darwin Designer
If you put all of the pipes in the same group, they will have the same diameter.
View ArticleForum Post: watergems.Darwin Designer
Hi thanks for your answer. but I do not put all of the pipes in the same group. My main problem is that the pipes given in software was not in my defined speed and pressure
View ArticleForum Post: Fire Flow Analysis Ignoring Selection Set
I'm running a rather large model and trying to run my fire flow analyses by pressure zones in order to limit run time. I have non-query based selection sets for each zone (hydrant nodes only). When I...
View ArticleForum Post: RE: watergems.Darwin Designer
Hello Zahra, Before running Darwin designer you should put those pipes in one group which are expected to have similar diameters and then give velocity and pressure constraints in Darwin Designer for...
View ArticleForum Post: RE: Fire Flow Analysis Ignoring Selection Set
Hello Sarah, I checked this with a sample problem but I am able to select and test fire flow analysis for my selection set. Is it possible for you to share the model files for our testing? Sharing...
View ArticleForum Post: Error in HEC HMS
Hello, I need to know the signification of this error in HEC HMS software : ERROR 15256: Meteorologic model "Met 1" is not set up to work with basin model "sub-basin1" Thank you
View ArticleForum Post: RE: Error in HEC HMS
Hello, Which Bentley software are you using? SewerGEMS? Can you share a snapshot of the error?
View ArticleForum Post: RE: Error in HEC HMS
Hello, HEC-HMS is not a Bentley product. This forum is for discussions on Bentley's Hydraulics and Hydrology products such as WaterGEMS, SewerGEMS and HAMMER. You could try and get in touch with...
View ArticleForum Post: RE: Error in HEC HMS
Ok, I'll see, thanks a lot for your helps Best regards
View ArticleForum Post: Sewergems - Model a storm detention tank
Hello, Good Morning: What is the better way to model a storm detention tank (Sorry, I dont know if this is the correct name in english) with in-flow sewer (working by gravitity) and equiped with a...
View ArticleWiki Page: CulvertMaster error message: "A non-continuable access violation...
Applies To Product(s): CulvertMaster Version(s): 03.03.00.04 Area: Other Original Author: Terry Foster, Bentley Technical Support Group Error or Warning Message Upon opening CulvertMaster, the user...
View ArticleForum Post: Change in flow in pipes than pump flow.
Hello, I am modelling a pumping main from treatment plant to the elevated reservoir. The treatment plant is modeled as reservoir whereas the destination (elevated reservoir) is modeled as tank. The...
View ArticleForum Post: RE: Change in flow in pipes than pump flow.
The "extra flow" is going into increasing the water level in the tank. Eventually the tank will fill and the pump should shut off. In real water systems, demands are rarely a constant value such as...
View ArticleForum Post: RE: Change in flow in pipes than pump flow.
Thank you for the reply sir! The 232 demand is peak demand for that service reservoir. we have to model it as steady state analysis. There is a distribution network further to this elevated tank and...
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