Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
  • Welcome
  • Products
  • Support
  • About
  • More
  • Cancel
OpenFlows | Water Infrastructure
  • Product Communities
  • More
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Wiki How to move, scale or rotate a model to the correct location?
    • Sign in
    • OpenFlows | Water infrastructure Wiki
    • +OpenFlows CivilStorm
    • +OpenFlows CulvertMaster
    • +OpenFlows FLOOD
    • +OpenFlows FlowMaster
    • +OpenFlows HAMMER
    • +OpenFlows PondPack
    • +OpenFlows SewerCAD
    • +OpenFlows SewerGEMS
    • +OpenFlows StormCAD
    • +OpenFlows WaterCAD
    • +OpenFlows WaterGEMS
    • +OpenFlows WaterSight
    • +OpenFlows WaterOPS
    • +OpenFlows SewerOPS
    • +Bentley HEC-PACK
    • +General
    • +Help and Documentation
    • +Installation
    • +Licensing / Activation
    • +Integration
    • -Modeling
      • "File not found" message when trying to open model file
      • Adding check valves and reversing pipes
      • Adding custom parameters and equations with Multi Species Extension (MSX)
      • Automatic inlet spacing
      • Can a model be detached from a DWG when integrated with AutoCAD?
      • Can demand data be exported to an Excel file for use in another model?
      • Configuring TCV relative closure patterns for EPS
      • Constraint based design only on certain elements
      • Copying properties of existing elements using Prototypes
      • Creating selection sets based on profiles
      • Elements seemingly changing to default settings, zero status, inactive
      • Error in ModelBuilder: Error: Unable to open table. An item with the same key has already been added
      • Error opening existing model: "Parameter name: Index was out of range"
      • Error performing standard tasks: "Value does not fall within the expected range"
      • Error splitting pipes: "1: no such column: Calibrator_RoughnessGroupID"
      • Error when updating model with ModelBuilder: Index was outside the bounds of the array.
      • Finding customer meters not connected via a lateral
      • Fire flow error message: "Fire flow reference to a deleted selection set."
      • Flow choking effect with turbines as speed increases
      • Global Editing Element Information
      • How do I design certain pipes to have different design constraints from those specified in the Default Design Constraints?
      • How do I model parallel fixed head (target head) variable speed pumps that are controlled by flow in a downstream pipe?
      • How do I reverse the start and stop node for a pipe, conduit, gutter, etc...?
      • How is the headloss for a weir calculated in the control structure for the storm and sewer products?
      • How to create a selection set of elements within a polygon in ArcMap
      • How to move, scale or rotate a model to the correct location?
      • Hydraulics and Hydrology Video Series
      • Identifying elements based on user notification
      • Identifying overlapping elements between two selection sets
      • Is it possible to model a fixed flow VSP where the flow changes over time?
      • Keeping a Hydraulic Model in Sync with a GIS
      • Limiting conduit design to only certain sizes
      • Modeling a combined storm/sewer collection system and potable water distribution network
      • Modeling a Drainage Ditch
      • Modeling a gutter junction
      • Modeling different scenarios with downstream pipe for a pump or valve
      • Modeling Variable Speed Pumps (VSP) and Variable Speed Pump Batteries (VSPB) In Storm and Sewer Products
      • Modeling variable speed pumps (VSP’s) in parallel
      • Options for modeling an outflow that varies with pressure
      • Order of constrained based design priorities for StormCAD (GVF-Rational) and SewerCAD (GVF-Convex)
      • Required Input properties for using a Bentley Hydraulics and Hydrology application integrated with ArcGIS (ie. Data Model)
      • Running a fire flow analysis in EPS (Extended Period Simulation)
      • Select a desired element from overlapping elements
      • Storage volume of wetwell and pipe
      • The following error occurs with the MicroStation-integrated version a OpenFlows product, like WaterCAD or StormCAD: "Unknown key-in or command".
      • The program hangs when opening a model or switching scenarios
      • Troubleshooting stability problems with PRVs or PSVs in parallel
      • Understanding the "Boundary Condition Type" for an Outfall
      • Understanding the "Design point" (1 point) pump definition type
      • Unknown Command "<command>" error message occurs when trying to run an operation in Bentley product when integrated with AutoCAD
      • Using Catchment Delineation
      • Using the IN operator to query for elements in a set list of criteria
      • Using Zoom Dependent Visibility to cause elements to disappear at certain zoom levels
      • +WaterObjects.NET - Extending the capabilities of your OpenFlows product
      • Zero (or near-zero) headloss or flat profile appearance with pressurized conduits
    • +Layout and Data Input
    • +Calculations
    • +Output and Reporting
    • +Other
    • +OpenFlows Product TechNotes And FAQs
    • Check boxes do not appear in tables such as Control Sets dialog
    • Consuming ContextCapture production files within your hydraulic model
    • Convergence NOT achieved Message when computing StormCAD or SewerCAD model
    • Converting Junctions or Hydrants to Isolation Valves
    • Displaying Shapefile Labels (Text) As a Background
    • Enhancing OpenFlows multi-user workflows with ProjectWise Share
    • Error "System.TypeInitializationException"
    • Error 32768 when opening model while integrated with ProjectWise
    • Errors installing patch set
    • Error when opening PondPack: "Object reference not set to an instance of an object" or "Application has generated an exception that could not be handled."
    • Error when saving or validating: System.AccessViolationException: Attempted to read or write protected memory.
    • File Open Dialog does not appear
    • Flextable Report of Multiple Element Types
    • Get to know OpenFlows CONNECT Edition
    • Get to know WaterGEMS, WaterCAD and HAMMER CONNECT Edition
    • How do I import/export multiple point pump curve pump definitions into a model using ModelBuilder?
    • How do you save backup files, so they save at different times and multiple levels?
    • How does the intermediate geodatabase (.MDB or .GDB) file function with ArcMap and ArcGIS Pro integration?
    • How to Delete Engineering Libraries if you get a message about a Read-only database
    • How to receive alerts on new version availability?
    • How to register DAO360.dll or a dll file?
    • How to search using wild cards on a sqlite type of database
    • How to See Hebrew or Arabic text in a .DXF file that was exported from WaterGEMS/WaterCAD
    • Hydraulic grade discontinuity at steep pipes or across nodes (frontwater analysis)
    • I get a red user notification that says, "Inlet guttter mannings n should be greater than 0".
    • Importing .HLB library files from old product versions into format used in the V8 product versions
    • Importing External Data in Geographic Coordinate Systems
    • Importing storm data and other library information from older versions
    • Changing element symbols in the AutoCAD platform
    • Interchange
    • Locating OpenFlows product error log file
    • Locating OpenFlows Product Version Number and License Information
    • Model backward / forward compatibility
    • Multi-user Workflows
    • Modeling a closed loop system
    • Modeling a flow split (diversion) with the SewerCAD or StormCAD numerical solver
    • Modeling turbine load acceptance plus load rejection
    • Multiple CN numbers for a catchment and multiple catchments with a single outlet node
    • Network Navigator Trace Upstream/Downstream does not return any elements
    • OpenFlows software numerical solver theory
    • Percent Connected Impervious Areas and Percent Unconnected Impervious Areas
    • Performing a hydrosanitary design in WaterGEMS or WaterCAD
    • PondPack user notification: "The composite outlet structure is either not selected or deleted."
    • PondPack: How to perform a critical duration analysis?
    • Pressure pipe vs. conduit between pump and wetwell
    • Print Preview > Fit to Page shows blank page
    • Properties not working when using MicroStation integration with ProjectWise
    • Properties, Flextables, user notifications, or other dialog is missing or will not open in standalone
    • Properties, user notifications, or other tool managers not showing up in Integrated version of AutoCAD
    • Reusing Pump Definitions (Import / Export)
    • Reversing orientation of Pipes and Conduits in Bulk
    • Saving a hydraulic model when using the AutoCAD platform (i.e. integrated)
    • Important License Update for OpenFlows Users
    • Setting the invert elevation for multiple conduits coming into one manhole
    • Simple Controls vs. Logical Controls
    • Sorting and relabeling a flextable based on upstream-downstream order
    • Source of the default Specific Speed for pumps and turbines
    • Step by step procedure for finding the curb length needed to capture 100% of gutter flow in a curb inlet with a continuously depressed gutter with no clogging
    • System.Reflection.TargetInvocationException crash when trying to open the application
    • Test Wiki Page - A1
    • Text, cells/blocks and line styles do not display correctly in a DXF background layer
    • The flow annotation (label) in my WaterGEMS for ArcMap isn't reflecting the value displayed in my Geotable or Flextable
    • The total area in the CN/Area Collection does not equal the total catchment area
    • Time tolerance setting in SCADAConnect Simulator
    • Troubleshooting ArcMap / ArcGIS Integration
    • Turbine Efficiency
    • Understanding Flow (Additional Subsurface) and Flow (Additional Carryover)
    • Upcoming training and release dates for OpenFlows products
    • User notification "Downstream TW out of range..."
    • User notification "Pump exceeds the maximum operating point specified for the pump curve"
    • User Notification - The captured surface flow at this node does not connect a valid subsurface network. The flow is lost from the system.
    • User Notification: "There is an error in the data for this pipe. The associated data is incorrect"
    • User Notification: Cross section maximum elevation is above the maximum headwater elevation
    • User Notifications: "Pump On elevation is not in the range of upstream ...." and "Off elevation of pump is lower than ..."
    • Using batch pipe split to fix nodes that overlay a pipe instead of connecting to it
    • Using PondMaker with different tailwater for each return event
    • Valve "Status (Initial)" Definitions
    • Velocity Calculations and the Average Velocity Methods in SewerCAD and StormCAD
    • Viewing graph data for multiple scenarios
    • Water age results in a pipe are different from the age in the downstream junction
    • Water Loss Management
    • Water quality Analysis during transient events
    • WaterGems Tips
    • What are the limitations of importing/exporting EPANET files?
    • What is the dotted line that is associated with the isolation valves? Can I turn them off?
    • What's new in WaterCAD, WaterGEMS and HAMMER V8i SELECTseries 6 with CONNECT Integration?
    • What's New in WaterOPS CONNECT Edition 2.3 (Build 10.02.03.06)
    • When the user changes the fluid, why doesn't the calculated pump head change?
    • Working From Home With Your OpenFlows Software
    • "An error occurred when trying to calibrate the model"
    • "COM Error Not Documented" when opening OpenFlows product
    • "Default license feature configuration not found. Product features may be limited. Please run the License Administrator."
    • "The Depth-Flow, Depth-Flow (Simulated Variable Speed) and Volume-Flow pump definition types are unsupported"
    • "Unable to assign attribute ... for element because enumeration value ... is not valid."
    • Add custom data to profile with User Data Extensions
    • After computing a model with the SWMM solver, what does the following warning mean: "Maximum depth increased for node CB-XX"?
    • After computing the model, the pump efficiency results are listed as N/A
    • After running loadbuilder I get a message that says "The layer <Layer_Name> could not be opened."
    • At what point does OpenFlows product license usage start when integrated with MicroStation?
    • Background image quality poor on some computers or Crash when opening models with background layers
    • Blocky stepwise pattern is displayed instead of a continous smooth pattern that was entered when using the SWMM engine
    • Can User Data Extensions be shared between elements in a model?
    • Catch basins imported as manholes from LandXML
    • Change in results before turbine load rejection occurs
    • Custom quadrant curve not being recognized
    • Date-time based query not working
    • Default license configuration not retaining setting
    • Do inactive elements count against the license count?
    • Does HAMMER support initially negative pressures?
    • Does the friction method affect local minor loss in pipes?
    • Does WaterGEMS and WaterCAD report pressures as gauge pressure or absolute pressure?
    • Efficiency Curve vs. Wire-to-Water Efficiency Curve
    • Error message when validating model: "Elevation (Relative) values within the Irregular shape definition must be non-negative."
    • Error message: "Unrecognized database format ..." when trying to open model
    • Error Saving: "Custom results path is invalid"
    • Find if pump operates off of the pump curve during an automated fire flow scenario
    • Flow arrows are not included in an exported DGN file when using the Save Symbology option in the MicroStation platform
    • Flow from pump is delayed after pump startup
    • GeoPak - StormCAD errors - GEOPAK runtime environment not found / Error writing GEOPAK/PowerCivil node
    • HEC-22 2nd edition energy loss calculations with the Implicit solver
    • How are "pipe sets" and "nodes of interest" used in a flushing analysis to get auxiliary results at other elements?
    • How can I see the amount of inflow or outflow occuring for a particular surge tank during the transient simulation in HAMMER?
    • How do I filter a column in my flextable using a custom query that retrieves all records with a <None> attribute?
    • How do I know if and when my pond is overtopping and how to quantify it?
    • How do I save my model files when working in the ArcMap or ArcGIS Pro platform?
    • How do the channel slopes and velocity effect the headloss formulas in SewerCAD and StormCAD?
    • How does StormCAD handle gutter flow from an active catch basin to an inactive catch basin?
    • How does the diameter of an isolation valve effect the calculated results?
    • How to add comments on custom pump and turbine quadrant curves
    • How to find volume of water coming from a trace element?
    • Hydropneumatic tank atmospheric pressure not changing results
    • Hydropneumatic tank profile animation and time history shows zero gas volume
    • Initial surge when using turbine load acceptance operating case
    • Initial turbine HGL the same as the final HGL after load acceptance
    • Irregular Weir Flow Calculations in a Composite Outlet Structure
    • Is it possible to create old PondPack style text reports?
    • Is it possible to have a storm event start at a different time than the model simulation?
    • Is it possible to use point cloud information to populate elevations in Terrain Extractor (TRex)?
    • Is there a recommended level of Skelebration for different modeling conditions?
    • Junctions are created on top of one another after using ModelBuilder with the GIS-ID property
    • License usage in the ArcMap and ArcGIS Pro platform
    • LoadBuilder applying demands or loads to inactive elements
    • LoadBuilder importing zero flow loads
    • Long time to load background layers
    • Manage Pump Speed Series
    • Manage Pump Time Series
    • Managing large number of scenarios
    • Missing Young's Modulus and Poisson's Ratio values in the material library
    • Modeling Arch section shapes in SewerGEMS
    • Modeling closed or pressurized pipes in PondPack
    • Modeling treatment for pollutants at nodes or ponds in SewerGEMS and CivilStorm
    • MrSid files are not available as a background layer type or an error is generated when loading MrSid files
    • New User Learning Resource Guide for WaterSight
    • Pipe Renewal Planner Vs OpenFlows WaterCAP
    • Pipes connecting to the wrong element after submodel import
    • Pipes not merging when using Skelebrator with series pipe merging
    • PondPack error: Unable to open user roster
    • Problems opening GEOPAK Drainage file exported from StormCAD
    • Query, alert or formula UDX not working correctly with "=" (equals)
    • SCADAConnect in SewerGEMS
    • SCADAConnect Simulator in WaterCAD and WaterGEMS V8i SELECTseries 5
    • Series Pipe Merging in Skelebrator not working for pipes with zero diameter
    • Small difference in gutter worksheet result between US and SI units
    • The concentration at the stop node directly after a constituent source in a tank is decreasing rapidly
    • The control symbol, check valve symbol, and dashed lines connecting customer meters, isolation valves, and SCADA elements are not visible in the ArcMap or ArcGIS Pro platforms
    • The headloss in a pipe downstream of a parallel VSP is higher than expected
    • The result field "Depth (Flooding)" is listed as N/A after computing a model with the SWMM engine. Is there a way to see the depth of flooding for a node?
    • Translated version still showing as English
    • Troubleshooting making a SCADA connection to Oracle database
    • Troubleshooting ModelBuilder issues and errors connecting to an Oracle database
    • User Data Extension not appearing in the Post-Calculation Processor's "Output Property" field
    • User Data Extensions in the Fireflow report
    • User Notification "More than one VSPB cannot control the same control node"
    • User notification when computing: IDF data is not supported by SWMM. Storm event is excluded from export.
    • User notification: "Conduit has a Stop control structure, but this is not supported next to the connected outfall element."
    • User notification: "Transition from CONCENTRATED to EXTENDED"
    • Using US Survey feet
    • Warning about outlet hydrograph not cresting
    • WaterGEMS and WaterCAD Data Import FAQ
    • WaterSight - Pump Overview
    • What can I do to speed it up a file I need to extract elevations from is taking a long time to process in TRex?
    • What does Entrance Control mean?
    • What is the best way to model an orifice plate inside a catchbasin with surface storage above the catchbasin rim?
    • What is the difference between a stand pipe and an inlet box?
    • What is the purpose the Rainfall File, Runoff File, and RDII File in the Calculations Options?
    • What is the workflow for setting up pre and postdeveloped conditions for multiple return events?
    • What kind of demands should be used as the initial conditions of a transient simulation?
    • What's new in HAMMER V8i SELECTseries 6?
    • When running a query, why is it not picking up the elements that it should?
    • Why are there 2 entries for the same alternative in the dropdown menu in the properties of a scenario? One with an "i" and one without it.
    • Why are there so many extra element types listed for WaterGEMS and WaterCAD, such as surge tank, rupture disk, Periodic head-flow?
    • Will SCADA Results Publishing work with only OPC sources?

    You are currently reviewing an older revision of this page.

    • History View current version

    How to bulk change coordinates or scale up or down a model

      Product(s): WaterGEMS, WaterCAD, HAMMER, SewerGEMS, SewerCAD, StormCAD, CivilStorm
      Version(s): 08.11.XX.XX
      Area: Modeling

    Problem

    After importing / creating a model (for example using Modelbuilder) I noticed that the model is in the wrong location or wrong scale (for example the wrong units were accidentally selected). Is there a way I can bulk change the model element coordinates or scale up/ down the model by a certain factor?

    Solution

    When importing a model, it will appear using the units selected in the Modelbuilder wizard and the X and Y coordinates stored in the data source files. If you have a need to make a bulk change to the coordinate such as multiplying them all by a certain factor, there are two possible approaches:

    Option 1- Use the MicroStation or AutoCAD integrated version

    If you own and have installed a compatible version of MicroStation, you can run the "<Storm or Water Product Name>... for MicroStation" shortcut,  open the model file, then use native MicroStation commands to manipulate the location or scale the model. The underlying model database will change accordingly, so once you save it, you can then open it back up in the Standalone version to see the new coordinates.

    If you have a compatible version of AutoCAD and have AutoCAD integration licensed in your Haestad product, you can similarly run the "...for AutoCAD" shortcut and use native AutoCAD commands.


    Option 2- Export the coordinates to Excel, modify, then send them back to the model

    With this approach, you use Modelbuilder to export the X and Y coordinates to a spreadsheet, use Excel to manipulate them, then bring them back into the model to update the locations.

    NOTE: this process assumes that you have little to no pipe bends. This process only updates node X and Y and the bends (vertexes) are stored in the pipe.

    1) Set up a spreadsheet with worksheets for each of the node types used in the model (the ones that need their X and Y changed). Each worksheet should contain column headers for Label, X and Y


    2) In the Haestad product, start Modelbuilder and connect to the spreadsheet. In the first step, select the correct coordinate unit and uncheck the box for "create nodes if non found...".


    3) Click Next three times until you get to the Field Mapping step. In here, select the appropriate element type for each of the worksheets on the left side, select Label as the Key field (make sure your element labels are all unique) and select the X and Y fields.


    4) Click Next, then choose "no" when asked if you'd like to build the model


    5) Back in the Modelbuilder Manager, click the entry in the list corresponding to the Modelbuilder run you juts configured and click the "sync out" button at the top. This will send the label, X and Y to the spreadsheet


    6) Open the spreadsheet in Excel, set up functions to modify the X and Y accordingly and save


    7) Back in the model, open Modelbuilder, click the same entry again and click the Build Model button. Note that if you created new columns in step 6 to store the updated coordinates, you'll need to edit the Modelbuilder run and change the field mapping accordingly.


    Option 3 - Export model elements to shapefiles, manipulate, then import back into the model

    This process will work with pipe bends, but assumes that you have a separate application that can manipulate shapefiles to correct the coordinates.

    See Also

    Building a model using Modelbuilder

    Updating a model using Modelbuilder

    Why does changing the scale under Tools > Options > Drawing not change the scaled pipe lengths?

    Communities
    • Home
    • Getting Started
    • Community Central
    • Products
    • Support
    • Secure File Upload
    • Feedback
    Support and Services
    • Home
    • Product Support
    • Downloads
    • Subscription Services Portal
    Training and Learning
    • Home
    • About Bentley Institute
    • My Learning History
    • Reference Books
    Social Media
    •    LinkedIn
    •    Facebook
    •    Twitter
    •    YouTube
    •    RSS Feed
    •    Email

    © 2021 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies