Hello all,
Working in ORD Connect Edition 10.10.21.04. Trying in import a sewer network from SewerGEMS. I started with SewerGEMS Version 10.03.04.53, which per the below article should be compatible with the version of ORD I'm using. However got the…
Hi all
sewerGems < how could I design a network by specific depth of outfall
ie . for example i need to build new sewer network but the depth of outfall is 95 cm < when i design it using sewegems it make outfall depth 125 cm but outfall depth must…
Hello,
I'm trying to import an landxml file I exported from SewerGEMS into ORD and I'd like to assign a specific feature definition I created (still under StormWater) to them when I import them in. Is there a way to set that?
Right now there's no…
Product(s):
SewerGEMS, CivilStorm, StormCAD, SewerCAD
Version(s):
CONNECT Edition
Area:
Modeling
Problem
When exporting a profile where taps are associated with conduits into the DXF format, the following error message is…
I am asking about the procedure to calibrate a real model in SewerGems Software latest version number 10.04.00.158, it's obvious that there is no calibration tool such as Darwin calibrator in WaterGems, so what are the steps of calibration in dry weather…
Hi All,
I am trying to set up a default graph for pumps in SewerGems 10. I would like to show the pump flow vs. the design flow and the pump head vs the design head. The problem is every time I try to use the new default settings SewerGems adds "IdahoPumpDefinitionData…
Hello,
I'm simulating a network with a pond+POS both in explicit and implicit solver. In explicit solver simulation, in the results the pond initial water level is not showing correctly while in implicit solver it shows correctly.
what could be the…
We use the EPA SSOAP software at our agency to create dry weather hydrographs for weekday and weekend hydrographs automatically for calibration purposes, and will use it in future for some areas of our system where . Is there a module similar to SSOAP…
Hello,
I'm simulating few scenarios in Sewergem (storm water network) model. There is a scenario which I start to simulate, the software get automatically closed with out any error message.
it completes the processing stage. Once the calculation window…
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I am recently working on a model consisting of a stormwater network connected to an open detention pond whose flow is discharged to another system connected to a retention pond downstream. The maximum HGL shall exceed the rim elevation of the…
Hello,
My drainage network simulated in Sewergems Explicit solver is consist with Ponds and POS. I'm getting not converging %, more than 5%. It gives unstable flow results. When I check the report summary, it shows higher continuity error in POS. Is…
Produto(s):
SewerGEMS, SewerCAD, StormCAD, CivilStorm
Versão(ões):
CONNECT Edition, V8i
Área:
Geral
Problema
Qual a diferença entre um Poço de Visista com tubo de queda e um Poço de Visisita normal?
Como faço para criar…
Produto(s):
Bentley WaterGEMS, WaterCAD, HAMMER, SewerGEMS, SewerCAD, CivilStorm, StormCAD
Versão(ões):
V8i, Connect Edition
Área:
Layout e entrada de dados
Visão geral
Muitas vezes, é um desafio manter a sincronização entre…
Hello,
When I check the manhole attribute table, it shows blank table as shown in the figure. How can I fix this?
(this is happening for existing models as well as newly created one.) rest of the components (Channels, cs) are visible in the attribute…
Hello everyone! I hope somebody would come to help regarding the issue that I have been encountering. I am facing issues when I try to import the shapefiles that I have created from SewerGEMS and has been reprojected and moved to correct it's location…
Hello,
I'm having following arrangement in my model.
CM 3 and CM1 is flowing to O2 and CM2 is assigned to O1 and simulated the model.
in the second scenario, I want to assign the the inflow time series of O2 to CM 2 as a Inflow (WET) collection…
We are developing a storm water model with top entry inlets ( Grate Inlets) connected to the Main Storm Water Drainage Line. In order to verify the inlet calculations, we have create a flowmaster sheet to compare the inlet calculations. After inputting…
Hello,
I'm simulating a storm network in sewergems platform. My network is connecting with a pond and the variation of HGL of the pond and the U/S node of the incoming channel is shown below.
I'm using explicit solver, with 6 sec routing time step…
Hello,
I am simulating a stormwater network (in sewergems) where I have channels, conduits, manholes, Ponds (3 nos), POS, Pumps. I can not simulate this in Implicit solver (as it takes hours and giving unstable results).
When I simulate in Explicit…
Produto(s):
WaterCAD, WaterGEMS, HAMMER, StormCAD, SewerCAD, SewerGEMS, CivilStorm, PondPack
Versão(ões):
CONNECT Edition, V8i
Área:
Layout and Data Input
Visão Geral
Esta TechNote fornece dicas e técnicas para a importação…
Hello, I am trying to export a surface model from Civil 3D to SewerGems for a university project but when I export the .xml file to SewerGems it is misaligned to to my background layer. The red outline should be shifted to the right to enclose the coloured…
Hola,
Tengo un modelo con cámaras con múltiples tuberías de salida y una de estas tiene una cota batea superior a la otra, es decir que una de las tuberías se comporta como una arranque. Al momento de ingresar los caudales que corresponden a cada tramo…