Merging Force Main Analysis
I am currently analyzing a force main system wherein two force main networks merge at one point before discharging to an outfall.
I'm currently thinking of the considerations and possible differences between simulation and actual scenario for this…
esquematizar una bomba sumergible sewergems
estimados
quisiera saber cuales serian los componentes para modelar 3 bombas sumergibles(solamente cámara húmeda) para aguas residuales que están en funcionamiento simultáneamente en el software SewerGEMS.
gracias de antemano
Modeling a Connection to an Existing System
Product(s):
WaterGEMS, WaterCAD, SewerGEMS, SewerCAD
Version(s):
V8i, CONNECT Edition
Area:
Modeling
Original Authors : Scott Kampa, Jesse Dringoli, Tom Walski
Background
If you are modeling only a portion of a larger…
Surge study for sewage transmission line
Hello
i would like to study a surge effect in sewage transmission line consist from lefting station of 1 submarsible pump .. water will be pumped by the submarsble pump for 1.5 km to a manhole . how can i model that submarsable pump in water hammer…
Estimating a pump curve for a model
Applies To
Product(s):
WaterGEMS, WaterCAD, SewerCAD, SewerGEMS, CivilStorm
Version(s):
08.11.XX.XX
Area:
Layout and Data Input
Problem
How do I develop a pump curve if the only known information is…
Modeling multiple pipes downstream of a pump
Applies To
Product(s):
WaterGEMS, SewerGEMS, CivilStorm, SewerCAD, HAMMER, WaterCAD
Version(s):
08.11.XX.XX, 10.XX.XX.XX
Area:
Layout and Data Input
Original Author:
Mark Pachlhofer, Bentley Technical…
How do I find the Total Dynamic Head (TDH)?
Product(s):
WaterGEMS, SewerCAD, WaterCAD, SewerGEMS, CivilStorm
Version(s):
CONNECT Edition, V8i
Area:
Calculations
Problem
How can I find the Total Dynamic Head (TDH) of one or more pumps?
Solution
The Total Dynamic…
How do you associate a pump to a pump station?
Product(s):
WaterCAD, WaterGEMS, SewerGEMS, SewerCAD
Version(s):
08.11.XX.XX, 10.XX.XX.XX
Area:
Layout and Data Input
Problem
How do you associate a pump to a pump station?
What is the difference between a pump…
Modeling Variable Speed Pumps (VSP) and Variable Speed Pump Batteries (VSPB) In Storm and Sewer Products
Product(s):
SewerGEMS, SewerCAD, CivilStorm
Version(s):
CONNECT Edition, V8i
Area:
Modeling
Problem
How to model a Variable Speed Pumps (VSP) and a Variable Speed Pump Battery (VSPB) in the storm and sewer products?
Background…
The flow out of my pump is zero, but the pump is set to ON and is active.
Applies To
Product(s):
SewerGEMS, SewerCAD
Version(s):
V8i, CONNECT Edition
Area:
Modeling
Original Author:
Mark Pachlhofer, Bentley Technical Support Group
Problem
The flow out of my pump…
User Notification: Multiple point pump curve contains non-increasing flow points.
Product(s):
WaterGEMS, WaterCAD, SewerGEMS, SewerCAD
Version(s):
08.11.XX.XX and 10.00.00.XX
Area:
Layout and Data Input
Problem
When computing or validating the model the following user notifications appear.
Multiple…
Using the Scenario Energy Cost tool in SewerGEMS, SewerCAD and CivilStorm
Product(s):
SewerGEMS, SewerCAD, CivilStorm
Version(s):
10.00.00.40 and later
Area:
Modeling
Overview
This article explains how to use the Scenario Energy Cost tool in SewerGEMS, SewerCAD, CivilStorm CONNECT Edition (10.00…
Extreme and Inaccurate initial flow (at time t=0)
Product(s):
SewerGEMS,CivilStorm,SewerCAD
Version(s):
08.11.XX.XX and later (features vary)
Area:
Calculations
Problem
After computing a model, there are inaccurate flows and velocities being reported. For example…
Error when computing: Reference to a deleted or inactive downstream pipe
Applies To
Product(s):
WaterGEMS, WaterCAD, SewerGEMS, SewerCAD, HAMMER
Version(s):
CONNECT Edition, V8i
Area:
Modeling
Original Author:
Scott Kampa, Bentley Technical Support Group
Problem
After computing a…
Import Sewer Lift Station from GIS
Is there a tool available to help with the translation of a single point file which represents a sewer lift station in GIS to multiple features (reservoir, pipes, & pumps) in SewerCAD? How are other utilities handling this data? Most that I have worked…
Pumping Station failure in SewerGems
Hello everyone,
I am new both to this community and Sewergems!
Nevertheless, I am struggling to model a pump failure scenario on my gravity network. The driving question is: ” How much time I have, during peak flows, to dispatch a maintenance team…