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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): Various   Environment:  N/A   Area:...

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Wiki 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...

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Forum 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...

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Forum 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...

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Forum Post: ZigZag Line

Hello How can draw a  zigzag line (pipe)? Sim

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Forum 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...

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Forum 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...

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Forum Post: RE: ZigZag Line

If you are laying out a new pipe, hold down the CTRL button as you lay out bends.

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Forum 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...

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Forum Post: RE: very serious problem

Sir, Please upload the database file for your project, as well as the .stsw file.

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Forum Post: FILE UPLOADED

SIR , FILE IS UPLOADED

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Forum 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...

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Forum 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...

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Forum 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...

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Forum 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...

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Comment 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...

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Forum 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...

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Wiki 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...

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Comment 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...

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Forum 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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