Wiki Page: Runoff Comparison between CivilStorm / SewerGEMS and OpenFlows FLOOD
Product(s): OpenFlows TM FLOOD TM , CivilStorm, SewerGEMS, CivilStorm Version(s): 10.02.01.01, 10.00.02.XX, CONNECT Edition, V8i Area: Modeling Problem What is the difference in runoff generated using...
View ArticleFile: Solutions of the exercises from OpenFlows FLOOD Generic Start Guide
Zip file with the solutions of the exercises in OpenFlows FLOOD Generic Guide (workspaces including the files created across the guide, namely simulations, timeseries files, model results, domains)....
View ArticleFile: OpenFlows FLOOD - Quick Start Urban Flood Simulation – SWMM
Quick Start Urban Flood Simulation – Connection with SWMM INP model (for version 10.00.02.01 or later)
View ArticleFile: OpenFlows FLOOD - Quick Start Urban Flood Simulation – CivilStorm &...
Quick Start Urban Flood Simulation – Connection with CivilStorm/SewerGEMS model (Graz dataset) (just for version 10.02.01.01 or later):
View ArticleFile: OpenFlows FLOOD - Quick Start Watershed Modeling
Quick Start Watershed Modeling (for version 10.00.02.01 or later)
View ArticleForum Post: WaterGEMS Model Update GIS Snapshot Reversed Polyline Error
When updating a model using GIS snapshots some of the pipes, junctions and hydrants in the model are inexplicably moved incorrectly. After some debugging the reason for the error seems to be that the...
View ArticleWiki Page: Where do I go to change the analysis type, timestep, duration, etc?
Applies To Product(s): Bentley WaterGEMS, Bentley WaterCAD Version(s): 08.11.XX.XX Environment: N/A Area: Original Author: Mark Pachlhofer, Bentley Technical Support Group Problem Where do I go to...
View ArticleForum Post: RE: WaterGEMS Model Update GIS Snapshot Reversed Polyline Error
Hi Joeri, I met with your colleagues this week and this was one of the things we discussed. Thank you for providing the details and steps to reproduce - I am able to reproduce this in a small...
View ArticleForum Post: RE: WaterGEMS Darwin Calibrator how to find locations of valve...
Hello Yoko, The demand adjustment you enter can be the flow measured during the flow test. The demand adjustment would only be used during the calibration study, and would not need to be included in...
View ArticleForum Post: RE: WaterGEMS Error Flushing Analysis (part 2, more detailed)
Hello Jeffrey, I met with your colleagues this week and this was one of the things we discussed. Thank you for providing the details - I can reproduce the issue even in a sample file and have escalated...
View ArticleForum Post: RE: WaterGEMS Error Flushing Analysis
This is a post on the crash that Joeri Legierse reported. Unfortunately the bug fix keep returning. We're still using the latest version of WaterGEMS (10.02.01.06). The following actions are set up by...
View ArticleForum Post: RE: WaterGEMS Error Flushing Analysis
Hello Jeffrey, I met with your colleagues this week and this was one of the things we discussed. Thank you for providing the details - I can reproduce the issue even in a sample file and have escalated...
View ArticleForum Post: Hola, buenas noches a todos Espero me puedan ayudar a resolver la...
He intentado importar elevaciones desde un archivo de curvas de nivel desde autocad hasta nodos de interés en watercad, pero cada vez que lo hago las lecturas no corresponden, así que me ha tocado...
View ArticleForum Post: RE: Change in profile when run analysis
Hello Sushma, First of all, thank a lot for your quick reply. But unfortunately, I've tried all 3 solutions you mentioned and the problem still the same. So please have a look at this sample of my...
View ArticleForum Post: RE: OpenFlows FLOOD v.s.HEC-RAS
Hello, The responses to this thread and additional information are now documented in the following wiki article; Difference between OpenFlows FLOOD and HEC-RAS Hope this helps.
View ArticleWiki Page: Difference between OpenFlows FLOOD and HEC-RAS
Product(s): OpenFlows TM FLOOD TM Version(s): 10.02.01.01, 10.00.02.XX Area: Modeling Problem What are the differences in OpenFlows FLOOD and HEC-RAS ® ? Solution HEC-RAS or “Hydrologic Engineering...
View ArticleWiki Page: Learning Resource Guide for new users of CivilStorm
Product(s): CivilStorm Version(s): V8i, CONNECT Edition Area: Help and Documentation The purpose of this article is to provide a list of resources for new users to CivilStorm. Please use these links to...
View ArticleWiki Page: Get to know SewerGEMS, CivilStorm, SewerCAD and StormCAD CONNECT...
New to the CONNECT Edition of SewerGEMS, CivilStorm, SewerCAD or StormCAD? You're at the right place. Here you can get familiar with the new user interface, learn new capabilities and find appropriate...
View ArticleForum Post: Flow Discrepancy_StormCAD
Why the local flow summation to the inlet is not equal to the downstream pipe? please see attached screenshot. 4.27+5.46 is not equal to 9.4 L/s Regards .........Mohamad
View ArticleForum Post: WaterGems \Civil 3D 2018
How can element figures be edited for plotting. Isolation valve is barely visible in plot.
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