Wiki Page: Compatibility Chart [TN]
Applies To Product(s): WaterCAD, WaterGEMS, PondPack, StormCAD, SewerCAD, FlowMaster, CulvertMaster, Hammer, SewerGEMS, CivilStorm Version(s): Various Environment: N/A Area:...
View ArticleWiki Page: Disconnected Demand Nodes user notification when computing model
Applies To Product(s): Bentley WaterCAD, Bentely WaterGEMS Version(s): 08.11.xx.xx Environment: N/A Area: Modeling Subarea: Original Author: Scott Kampa, Bentley Technical...
View ArticleForum Post: RE: two queries
3) In automatic design , diameter of pipe is decided by software. Then, How to fix the diameter of manhole before that. as diameter of manhole is decided after pipe diameter ? or else shall we put...
View ArticleForum Post: RE: two queries
4.kindly give me steps to put my earlier network for review. i am unable to find the option in the website. There are two options for sharing your model files on BE Communities. If you would like the...
View ArticleForum Post: RE: ZigZag Line
Hello Sim, To add bends in the pipe, please select pipe place the element right click bend draw the pipe in the zigzag manner right chick junction. If this is not what you are looking for, please...
View ArticleForum Post: RE: Sudden failure of pumps
Hi, i have a query in hammer. According to the hammer guidelines, the maximum and minimum head transient occur within time duration t= 4L/a. however, when I simulate a simple pumped system, the peaks...
View ArticleForum Post: RE: ZigZag Line
If you are laying out a new pipe, hold down the CTRL button as you lay out bends.
View ArticleForum Post: very serious problem
Sir while designing one network , iam facing a serious problem. Problem is that , when i am running software ,after finishing all work. , notifications showing like that Pipe/channel networks must...
View ArticleForum Post: RE: very serious problem
Sir, Please upload the database file for your project, as well as the .stsw file.
View ArticleForum Post: RE: very serious problem
Parikshit, There are a few things that I notice from your post. The first is the you're speaking of a manhole in your second paragraph when you say, "But the problem is that , this manholes doesnt...
View ArticleForum Post: RE: SewerGEMS Dynamic Wave Solver - User Data Extensions Formulas
Hello, I tested this in a sample model. I created a formula User Data Extension (UDX) for a manhole, as node elements have the ground elevation and HGL results you are using (conduits don't have a...
View ArticleForum Post: RE: RE: Sudden failure of pumps
Hello, I assume you are looking at the Help topic "Determining the Transient Run Duration" (found in the HAMMER Help documentation). If that is the case, these are general rules of thumb and may not...
View ArticleForum Post: RE: very serious problem
Parikshit, If you key in MH-1487, which is one of the nodes listed in the warning message, it does exist in the model. If you will zoom to MH-1487, there is a conduit (3196) connected to it that...
View ArticleComment on Bentley WaterCAD
i am trying to import an autocad background of contours and stand boundaries only to watercad. My autocad drawing contains other details (several layers) like scattered survey points, text, sewer...
View ArticleForum Post: Stormcad v8i problems with creating/editing/using irregular...
When editing a 26' back to back parabolic gutter section, I've created an irregular gutter using Stormcad software. When I try to use it, the software says "irregular gutter is not a valid selection...
View ArticleWiki Page: Calculation failure due to irregular gutter shape
Applies To Product(s): Bentley SewerGEMS, CivilStorm, StormCAD Version(s): 08.11.04.54 Environment: N\A Area: Layout and Data Input Subarea: N\A Original Author: Jesse Dringoli, Bentley Technical...
View ArticleComment on Modeling - Bentley WaterGEMS
Recently I've upgraded my watergems to the select series 4 running over windows 8.1. I've experimented problems when I try to load a dxf as background, the program crash and doesn´t continue, the...
View ArticleForum Post: Water Network Analysis
Hello, For solving a new loop water network, in manual calculations, we need to divide our area into subareas and find demands for them. In next step, we solve a matrix (with try and error) to find...
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