• How does "constant flow" for pond seepage method?

    Hi, I was wondering if I did the "constant flow" method does the pond need to be using Elevation-Area or one of the other options under the volume type that are available? Also i am aware that the solver should be implicit or the GVF-Rational (StormCAD…
  • How to discard water quality volume to an arbitrary outfall?

    Hi, I have a model in which a pond goes to an outlet structure to go directly to our storm system. However, we want to discard the water quality volume from that same pond to go to arbitrary outfall so it does not affect downstream of our system. I…
  • ORD Drainage and Utilities Set Invert to Start/Stop vs Design Start/Stop Invert

    Can someone please explain the difference between the Set Invert to Start/Stop toggle (true/false) vs the Design Start/Stop Invert toggle? Also, If I need to set a pipe size do I have to start inputting the inverts from that point or will the program…
  • Having Trouble in setting scale of the Drawing (dxf) imported from Autocad to Watergem.

    Hi, I hope you are doing well. I am a student of Civil Engineering and was given a task to design a water supply network for a colony using WaterGems so I imported the layout of the colony in (dxf) format in WaterGems using model builder when I tried…
  • Import hydraulic model of SYNERGI (Software) in WaterGEMS.

    Hello, Want to known the hydraulic model generated in SYNERGI (Software) of water distribution system can be import ed in WaterGEMS . If yes let me know guys and what methodology should be adopted to import file, plz elaborate. Thanks and Regards …
  • evento transitorio spegnimento pompa velocità variabile

    buonasera, ho riscontrato due errori in questa simulazione: 1) problema cavitazione 2) analizzando i risultati dell'analisi ho notato che le portate (flow) delle tubazioni a valle della pompa spenta non tendono mai a 0 ho pensato: per risolvere…
  • Running 2 pumps in parallel

    Good Morning Everyone, I am a bit new to WaterCAD. I am trying to model 2 lift station pumps with different curves running parallel and joining together before tie in into a Force main. The model is attached. I am not sure how much data to input…
  • Bentley OpenFlows SewerCAD & SewerGEMS Online Training

    IFS Academy is Bentley Institute Authorised Product Training and regularly organises Bentley OpenFlows SewerCAD & SewerGEMS Online Trainings . Please click on the link given below for further information. https://ifsacademy.org/bentley-sewercad-sewergems…
  • to degrade the sewergems

    I wa n t to degrade my sewergems to previous versio n ......plzzz tell me the process... Tha n k You.
  • what is the Optimal Valves Positioning in a Water Distribution System?

    I have a water network project for a residential area and I want to know where I should put isolation valves?
  • SewerGems Hydraulic grade line in profile is not correct, also drastic change in HGL peak level along same segment.

    Hi All, I am using SewerGems (connect edition), I believe most users of the software might have encountered this issue. While working and checking the network profiles it is observed that, HGL (water level) shows drastic level change. In principle…
  • Hands on Training Program on Water Distribution Design & Modeling by Bentley WaterCAD / WaterGEMS by Industrial Expert

    Hands on Training Program on Water Distribution Design & Modeling by Bentley WaterCAD / WaterGEMS by Industrial Expert Location: IFS Academy, Pune, Maharashtra, India. Course Description This class begins with the basics of hydraulics…
  • Installation, HA and backup WaterGEMS

    Hi everyone I am planning to implement WaterGEMS to end-users and having a master plan for high availability/backup for database. There are several questions I am searching for answers but yet find out a proper solution. 1. Which Windows OS versions…
  • Bentley Annotation

    Hi, When using annotation for conduit 'size' on a layout in Bentley - a string of random characters appears instead of showing the size of the conduit. Can this issue be resolved? Thanks, Colm
  • Tributary or contributive network

    Tributary Network Hello People, I would like to know if there are any Analysis feature or Tool that can define automatically the tributary or contributive network to a single point or tube using SewerGems. Thanks everyone
  • Mismatched Demands

    I am trying to tweak some demands in my water model based on some suggestions that Darwin Calibrator is suggesting. I noticed that Darwin Calibrator is indicating a different original demand than the demand control center tells me and I'm confused as…
  • Bentley SewerCAD, StormCAD and WaterCAD model to Civil 3D

    Hi, Is it possible to export a StormCAD model to Civil 3D with all the pipe sizes and characteristics etc. Thanks, Colm.
  • Bently PondPack V8i Problem - Adding engineering library from ProjectWise

    I'm attempting to set up my project to work out of ProjectWise. I have my model set up and working fine, but I cannot get the engineering library containing my rainfall curve to load. When I attempt to add my library to my model using the "ProjectWise…
  • MANHOLE with INTERNAL WEIR and ORIFICES in STORMCAD

    Hello - I am using StormCAD v8i.... We have a box manhole/vault (7'x7') with a weir plate set internally to control the flow for hydromodification. The top of the weir plate is set about 3' above the inlet pipe's invert and has two orifices for low…
  • Problem with my demand?

    Hello there, I am an engineering tech student and am working on a project which involves creating a water distribution model for a small town in WaterCAD V8i and doing a basic pressure/flow analysis on it. I've created the model with the appropriate…
  • WaterCAD - concentration logic?

    I have a particular scenario that has been created for TTHM modeling in an existing system. Care has been exerted to model as close to field data as possible. Field data was used for initial amount at sole water source and modeled to conform to data extracted…