Scott Kampa suggested an answer to this:
Huthyfa Qahtaan asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:
SewerGEMS Connect Edition Update 4, how to find total flood volume when using 2D solver

Hello,

Using the 2D solver in SewerGEMS Connect Edition Update 4, how to find the total flood volume in the system? and whether the total flood volume equals to the total flood volume generated to the same system but 1D model using implicit solver.

Best...
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- Scott Kampa in reply to Huthyfa Qahtaan
  
  Hello Huthyfa,
  
  Can you confirm where you are seeing the results? The Calculation Summary I see appears to have different results from what you are report. Below is the calculation summary that I get after computing.
  
  We are looking into this, but the...
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- Scott Kampa in reply to Scott Kampa Suggested Answer
  
  The development team has found what appears to be a reporting error in the calculation summary, which will resolved in the next release of SewerGEMS and CivilStorm.
  
  The overall 2D results, such as in the Grid Browser, is accurate. You can also find the...
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MarcosBeier in LARS | LEAP | OpenBridge | OpenTunnel | RM > LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki:
Include the Bridge Standards in The Configuration File

For using OpenBridge Modeler and OpenBridge Designer, the user's IT administrator should include additionaly also all the bridge standards in the configuration file for the Connect Edition. The responsible must update the WorkSpace to include the OpenBridge...
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Sarah Willis-Culpitt edited this:
Sarah Willis-Culpitt in ALIM | Exor > ALIM | Exor - Wiki:
How to Change Assignee of a Task
Product(s): AssetWise ALIM for Transportation Version(s): 01.03.04.01 Environment: N/A Area: Inspections / Activities Subarea: N/A Background
Sometimes the user assigned to an inspection 'perform' or 'authorise' task cannot complete...
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John Michael Callen edited this:
John Michael Callen in iTwin IoT > iTwin IoT Wiki:
Asset Configuration Page Overview
Overview
The Asset Configuration Page holds a number of tools that administrators can use to set up and manage an Asset. This article will review those options and provide links to more comprehensive articles written for each section. The Asset Configuration...
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John Michael Callen edited this:
Sunand Sandurkar in iTwin IoT > iTwin IoT Wiki:
Digital Twin Viewer - Status Bar

This article describes the status bar of the Digital Twin module.
Messages
Displays context-sensitive viewing tools and settings, prompts, and selection options. Several of these tools work in conjunction with the Selection, Section, and View tools. For example...
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Scott T Anderson replied to this:
Scott T Anderson asked a question in OpenCities Map > OpenCities Map Forum:
Connecting to ESRI ArcEnterprise

Has anyone ever successfully connected to an ESRI ArcEnterprise server instance? I'm using OpenCities Map Ultimate Connect Edition Update 17, Version 10.17.00.156 and connecting to an ESRI ArcEnterprise 11.1. I use the URL for the server thusly:
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- Scott T Anderson in reply to Martin Roy
  
  Perhaps this is similar:
  
  communities.bentley.com/.../connect-to-secured-arcgis-mapserver
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- Martin Roy in reply to Scott T Anderson
  
  OpenCities Map will let you type a username and password to connect to your secured Esri service but it only supports the built-in (basic) ArcGis Enterprise authentication. It does not currently support single sign-on / federated / OAuth2 authentication...
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Scott Kampa replied to this:
Yifan Wang asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:
Will OpenFlow be able to simulate the case that the water from riverain flooding in the 2D grid is drained away through the sewer system?

I'm just starting to learn how to use OpenFlows. I've noticed that OpenFlows can handle the overflow from a 1D sewer system and allow the water to flow over the 2D grid. I'm curious if OpenFlows can also work in the reverse process. And how to realize...
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- Yifan Wang in reply to Scott Kampa
  
  Thank you so much, Scott. This is quite helpful for understanding. One thing I would like to double-check to make sure I understand correctly is that will the water depth on the 2D grid decrease accordingly due to a certain amount of water being captured...
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- Scott Kampa in reply to Yifan Wang
  
  In the lesson, there is at least some runoff from the catchment throughout the simulation. If the flooding from the channel ends, I would expect the flow to recede. Depending on the terrain, it may go back into the channel or it may move to other parts...
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Rachel Lommen replied to this:
Rachel Lommen asked a question in OpenRoads | OpenSite > OpenRoads | OpenSite Forum:
Missing range high/low elevation Element Information for Delta Terrain

I am looking for element details that used to be available in Geopak SS10 software for the purpose of creating delta terrains and viewing the range/high low elevations. This was possibly by selecting 'Element Information' after selecting the terrain...
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- JeremieDL in reply to Rachel Lommen
  
  you can use item type to add to thoses informations to your terrain.
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- JeremieDL in reply to JeremieDL
  
  create item types with those properties:
  
  system.Math.round(this.GetElement().RangeHigh.z,3)
  
  system.Math.round(this.GetElement().RangeLow.z,3)
  
  Works on terrain and alignements/lines
  
  You can get full coordinate of the high point like this also:
  
  this.GetElement...
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John Michael Callen edited this:
Sunand Sandurkar in iTwin IoT > iTwin IoT Wiki:
Digital Twin Viewer - Tools and Layout
Tools and Layout
This article describes the tools and layout of the Digital Twin module.
Viewing Tools
Use , , and to rotate, pan, zoom in/out, and fit the view around the model.

Use to fit the view around a specified range of the model.

Use and to navigate...
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Jesse Dringoli suggested an answer to this:
Manfredi Toraldo asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:
Pump start-up scenario (HAMMER) with air valve at highest point

Good morning,

I'm modelling a pumped sewer with a double acting air valve at the highest point and a final free discharge (D2A element) in HAMMER. When running a pump start scenario, the last stretch of the pipe is obviously empty (the water previously...
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- Manfredi Toraldo in reply to Jesse Dringoli
  
  Thanks for your quick reply Jesse.
  
  The flow downstream of the air valve is not part-full, as the pump has (or at least it should have) enough power to keep the whole system pressurised. Therefore, in a pump startup scenario, I should model the last stretch...
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- Jesse Dringoli in reply to Manfredi Toraldo Suggested Answer
  
  If the downstream pipe flows full when the pump is on, but is empty/partially empty when the pump is off, I would suggest considering the "pump shutdown followed by startup" previously mentioned.
  
  This will enable you to properly model the initial...
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Yvonne Lohse edited this:
Jayson Perry in MicroStation > MicroStation Wiki:
Cursor crosshair is missing in view
Product: MicroStation Version: CONNECT Environment: N/A Area: GUI Subarea: General Problem
While working in MicroStation, the crosshair cursor associated with certain tools (i.e. Place Line, Place Circle, Place Note, etc.) disappears...
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Yvonne Lohse in MicroStation > MicroStation Wiki (Deutsch):
Das Fadenkreuz des Cursors fehlt in der Ansicht

Produkt: MicroStation Version(en): CONNECT Umgebung: N/A Bereich: GUI Unterbereich: General
Problem
Bei der Arbeit in MicroStation verschwindet der Fadenkreuzcursor, der mit bestimmten Werkzeugen (z. B. Linie platzieren, Kreis...
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Vinayak Pai and 2 others earned the Let me Help You achievement.
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Jesse Dringoli suggested an answer to this:
Derek Dennehy asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:
Tank references a deleted or inactivated inlet pipe

Hello,

When I inactivate an inlet pipe in my system and run the model, I get the error message "tank references a deleted or inactivated inlet pipe". I want to ensure that my tank can supply the distribution system using only the elevation head (no help...
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- Wayne Hartell Suggested Answer
  
  Hi Derek,
  
  You can temporarily change the property Has Separate Inlet? on the tank to false, then it won't try to validate the referenced Inlet Pipe.
  
  Hope this helps and that I have not misunderstood the issue.
  
  Regards,
  Wayne.
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- Jesse Dringoli Suggested Answer
  
  In addition to Wayne's response - if you want to have a separate scenario where the inlet pipe does not exist, but keep a scenario where it does, you can use a new child physical alternative in a child scenario, then change the "Has separate Inlet?" tank...
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Seth Guthrie suggested an answer to this:
Ryan Barth asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
Modifying inertia

Within RAM Elements, how would it be possible to modify the inertia of a member? For example, instead of using the inertia of a bare steel beam, I would like to use a more realistic inertia of a partially composite beam. Using the inertia of a bare steel...
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- Seth Guthrie Suggested Answer
  
  Use the stiffness reduction factors:
  
  Alternatively, you can have partially-fixed ends under hinges:
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Courtney Wethington suggested an answer to this:
Courtney Wethington asked a question in MicroStation > MicroStation Forum:
DGN to DWG changes Geocoordinate system

When I try to change a dgn to a dwg it changes my coordinate system from NAD83 to HARN. I have tried Save as, batch convert, I have checked off the Set UCS from Current ACS, and Auxiliary Coordinate System options and it doesn't help.

If we reference...
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- mayurpandya in reply to Courtney Wethington
  
  Hello Courtney
  
  While saving a DGN file with GCS to a DWG file, currently there is some incompatibility. One way will be to re-assign the GCS.
  
  However, there is a similar issue which has been posted here: Export to DWG with a Geographic Coordinate System...
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- Courtney Wethington Verified Answer
  
  Hi everyone, we didn't find an exact solution, but we did figure out that only using the converted file as an XREF vs trying to use the file itself seems to work. In a blank file with the correct GCS, the converted file will come in to the correct location...
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Stefan Remak in AssetWise Enterprise Interoperability > BECS Wiki:
Scheduler Installation

About BECS Scheduler

BECS Scheduler listener awaits messages in defined queues (Azure, ActiveMQ, RabbitMQ, MSMQ, Folder). After message receive, BECS Scheduler listener reads contents, checks whether the message meets defined conditions, reads required...
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Seth Guthrie suggested an answer to this:
Callan Ward asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
Best Software to analyse slab supported by steel beams

Hi,

I have a 2 way slab with a lot of penetrations along a discontinuous edge. It is continuous in one direction (it spans over numerous steel beams). Slab is not composite (i.e. no shear studs in steel beam)

Was wondering what the best analysis software...
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- Seth Guthrie Suggested Answer
  
  If the slab is not composite, and your concern is in the design of the Steel Beams, then RAM Structural System would be perfect. If your concern is the design of the deck only, then Ram Concept is good. The steel beams cannot be modeled directly, but...
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Shrey Sharma suggested an answer to this:
Jeff Webb asked a question in AutoPIPE > AutoPIPE Forum:
Multiple Segments w/ Different Operating Conditions Analysis

I am working on a steam line with an adjacent condensate and boiler feed line. Each line have different operating temperatures and pressures. The steam line is under B31.1 while condensate, and boiler feed is under B31.4. I ran 3 independent static analysis...
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- Shrey Sharma Suggested Answer
  
  Greetings Jeff,
  
  This is a good IDEA to have multiple codes analyzed in same model. Please use instructions here to add your idea for consideration of being added to a future version of the program.
  With regards to clash detection, see video link here. However...
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xin Fang replied to this:
xin Fang asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
Why does the soil uplift？

I want to establish a circular retaining structure with a buried depth of 1.5m, so in phase 1, I deactivated the soil with a diameter of 10m and activated the circular retaining structure. I can understand the uplift of the soil inside the enclosure structure...
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- Dennis Waterman in reply to xin Fang Verified Answer
  
  There are many more factors ...
  - you should do it in two phases: construct the wall in phase 1 and excavate in phase 2
  - did you use interfaces around the wall (you should),
  - is the weight of the wall not by coincidence lighter than the weight of the...
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- xin Fang in reply to Dennis Waterman
  
  I modeled the model in two phase, following the approach you suggested. The results of phases 1 and 2 are shown in the figure below, that is, the final result is still a uplifting state.Although the uplift value is very small, I still wonder why a very...
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