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 options. If you are a Select user, you can browse on-demand training on the Learnserver. We also have a calendar with upcoming instructor-led training. Regards, Scott
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Forum Post: RE: Watercad
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Forum 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 "QuadrantCurves.txt" file isn't there. How do I link that information from the text document that I edited on my "C" drive to a specific project? Do I need to archive or export my HAMMER model in some way? Thanks! Amanda Jaeb
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Forum 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
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Wiki 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 quadrant curve for pumps or turbines in HAMMER in the QuadrantCurves.txt file, the specific speed is not displayed or available for selection in the element properties. Steps to Resolve First, make sure the formatting for the custom quadrant curve is correct. For more information on creating quadrant curves, please refer to the HAMMER Help topic "Pump and Turbine Characteristics in Bentley HAMMER". If the formatting and setup are correct, the issue may be related to the exact version you are using. When HAMMER is installed on a 64-bit machine, both the 32-bit and 64-bit versions of the program are included. The QuadrantCurve.txt file you need to edit will depend on the version of the program that you are using. You can find out what version you are using by going to Help > About HAMMER. If you are using the 64-bit version, this will be displayed in the lower left near the build number. If you are using the 64-bit version of HAMMER, you will need to edit the text file found at C:\Program Files (x86)\Bentley\HAMMER8\x64\QuadrantCurve.txt. When you do this, the specific speed will be listed. If you edit the 32-bit version of the quadrant curve text file (found at C:\Program Files (x86)\Bentley\HAMMER8), the specific speed will not be listed.
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Forum 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 overwrite the files found in these two locations: C:\Program Files (x86)\Bentley\HAMMER C:\Program Files (x86)\Bentley\HAMMER\x64 After doing this, they should be able to access the custom curves. This link has details on this. Regards, Scott
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Forum Post: RE: watergems v8i. Darwin Designer
If you put all of the pipes in the same group, they will have the same diameter.
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Forum 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
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Forum 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 run the FF analysis, its running through every junction in the model (junctions and hydrants - all zones) and ignoring my selection set. I recently updated my version and never had this issue before. Not sure if maybe I'm missing something?
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Forum 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 optimal diameter. design Basically there shouldn't be one pipe group but multiple groups with pipes clubbed together. Please go through below technote which explains how to design pipe diameter using Darwin Designer. Using Darwin Designer to design pipes in WaterGEMS For queries and replies to this query of Darwin Designer, please hit reply button in this thread itself, dont start a new thread. It will help in having conversation on one topic at one place.
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Forum 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 Hydraulic Model Files on the Haestad Forum Additionally, are you getting a user notification such as "Fire flow reference to a deleted selection set.". It might be you are working on a different alternative and the particular hydrants might not be active in your current scenario? Fire flow error message: "Fire flow reference to a deleted selection set." Hope this helps.
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Forum 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
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Forum Post: RE: Error in HEC HMS
Hello, Which Bentley software are you using? SewerGEMS? Can you share a snapshot of the error?
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Forum Post: RE: Error in HEC HMS
Best regard
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Forum 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 HEC-HMS technical support to help you. Please refer this link; http://www.hec.usace.army.mil/software/support_policy.aspx Hope this helps.
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Forum Post: RE: Error in HEC HMS
Ok, I'll see, thanks a lot for your helps Best regards
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Forum 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 determinate store volume, pumps to the downstream network and an emergency weir in SewerGEMS CONNECT EDITION. Thank you very much for you help. Kinds Regards.
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Wiki Page: CulvertMaster error message: "A non-continuable access violation has occurred"
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 gets the following error message: "A non-continuable access violation has occurred". Please see log file for more details. Explanation This error message may be related to the DEP settings on your computer, so you may need to take the following steps below in order to fix this issue. Don't forget to restart the computer after making this change. How to Avoid On a Windows XP and Windows 7/8/10 operating systems Reason 1: DEP Setting Go to Control Panel > System > Advanced System Settings Click on the "Settings" button located under the Performance area. Click on Data Execution Prevention tab and make sure the program in question is not listed as an exception. If you don't need to use DEP setting then you can try click the radio button or check box for "Turn on DEP for essential Windows programs and services only". On rare occasions, it may be worth adding "cvm.exe" as an exception. If this is needed, make sure select the radial near "Turn on DEP for essential Windows programs and services only." Reason 2: Blocked by security software Try temporarily closing any third party running applications such as antivirus, anti-malware, video card control panel, etc...
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Forum 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 properties of pump is design 1 point with flow as 215 m3/hr at an head of 48 m. The demand required to the tank (elevated reservoir) is 232.22 m3/hr. We have to place junctions at every 30 m interval with no demand, only elevation for which total junctions are 88. As the pump flow is 215 m3/hr and demand for the tank is 232.22 m3/hr, flow in the tank is 254 m3/hr. Please help me to find this error of extra flow of 22 m3/hr. Also suggest the solution for this and help me to model it in a correct way. Note:- The flow in the tank must be 232.22 m3/hr, but the pump is pumping with a flow of 254 m3/hr. Regards, Vidit Deshmukh
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Forum 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 232. Instead the flow will vary over time as handled by Demand patterns. Is the 232 the peak demand, average demand...? Aare the users taking water directly from the tank or are they getting water to their buildings?
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Forum 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 the user are taking the water from those distribution lines.
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