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OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Wiki What's New with Bentley HAMMER V8i SELECTseries 5
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    • OpenFlows | Water infrastructure Wiki
    • +OpenFlows CivilStorm
    • +OpenFlows CulvertMaster
    • +OpenFlows FLOOD
    • +OpenFlows FlowMaster
    • -OpenFlows HAMMER
      • "Calculation cancelled by user" when attempting to compute transient simulation in HAMMER
      • +Calculations - Bentley HAMMER
      • Combine, save and export profiles and graphs from the HAMMER transient results viewer
      • How much do VSP's/VFD's help to reduce the number or size of hydropneumatic tanks in a system?
      • Initial surge or transient event after adding a surge tank to a model.
      • Installation - BENTLEY HAMMER
      • +Layout and Data Input - Bentley HAMMER
      • +Modeling - Bentley HAMMER
      • Modeling a pump shut down transient event
      • +Output and Reporting - Bentley HAMMER
      • User Notification: "Invalid results. Please check the input data for the connected elements."
      • What is the Transient Thematic Viewer in HAMMER?
      • What's New in HAMMER CONNECT Edition Update 2 - build 10.02.01.06
      • What's New in HAMMER CONNECT Edition Update 3 (build 10.03.00.69)
      • What's New in HAMMER CONNECT Edition Update 3 (version 10.03.05.XX)
      • What's New in HAMMER CONNECT Edition Update 3 - Build 10.03.01.08
      • What's New in HAMMER CONNECT Edition Update 3.4 (version 10.03.04.05)
      • What's New with Bentley HAMMER V8i SELECTseries 5
      • What's New with HAMMER CONNECT Edition Update 1
      • What's New with HAMMER CONNECT Edition Update 2
    • +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
    • +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 importing a LandXML file from StormCAD into Civil 3D "A pipe or conduit had an unsupported geometry"
    • 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?
    • How to open a .PRNX report file created on exporting custom report in OpenFlows product
    • 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
    • Learning Resource Guide for WaterSight
    • License usage in the ArcMap and ArcGIS Pro platform
    • LoadBuilder applying demands or loads to inactive elements
    • LoadBuilder importing zero flow loads
    • Log4net issues appear in security scans for OpenFlows products
    • 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
    • +OpenFlows Academic Books
    • 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 Imperial and Metric Hydro International Vortex Valves
    • 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?
    • Why do I get a warning message about the rational method being used for the modified rational method?
    • Will SCADA Results Publishing work with only OPC sources?

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    What's New with Bentley HAMMER V8i SELECTseries 5

       
      Applies To 
       
      Product(s): Bentley HAMMER
      Version(s): V8i SELECTseries 5 (08.11.05.61)
      Environment:  N/A
      Area:  N/A
      Subarea:  N/A
      Original Author: Scott Kampa, Bentley Technical Support Group
       

     

     

     

     

     

     

     

     

     

     

    Overview

    The SELECTseries 5 release of HAMMER V8i includes many new features and improvements. This technote explores each change.

    -Support for Newer Platforms and Operating Systems
    -Batch Runs in HAMMER
    -New results display for pump speed and hydropneumatic tank results
    -New customer element
    -External Customer Meter Data manager
    -Export model to notebook computers and tablets with Bentley Map Mobile
    -New SCADA element

    A free Webinar covering these new features is available from this link.

    Support for Newer Platforms

    Bentley HAMMER V8i SELECTSeries 5 now supports the following:

    • Windows 8 (32- and 64-bit), Windows 7 (32- and 64-bit), Windows Vista SP2 (32- and 64-bit)
    • AutoCAD 2014 and AutoCAD 2015 (32-bit and 64-bit) 
    • Microstation V8i SELECTseries 3 (08.11.09.xx)
    • ArcGIS 10.2 and ArcGIS 10.2 SP1 SP5 and ArcGIS 10.1
    • ProjectWise V8i (build 08.11.11.111)

    Note: Older platforms of MicroStation and ArcGIS may also integrate with Bentley HAMMER. These versions have not been fully certified. Bentley HAMMER should also be compatible with older versions of ProjectWise.

    In addition, while Bentley HAMMER may install and work on Windows XP, the program is not certified or supported for that operating system. This is because Microsoft has also discontinued support for Windows XP as of April 2014.

    Batch Run in HAMMER

    http://communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/7799.batch-run-in-hammer

    New results display for pump speed and hydropneumatic tank results

    In earlier versions of Bentley HAMMER, the user could find additional model results for pumps and hydropneumatic tanks in Transient Analysis Detailed Reports. Starting with HAMMER V8i SELECTseries 5, additional results are now available for pumps and hydropneumatic tanks directly in the Transient Results Viewer.

    For pumps, pump speed during the transient analysis can be plotted. For hydropneumatic tanks, gas volume, gas volume, and water inflow are now reported. To view these results, open the Transient Results Viewer and select the Extended Node Data tab. 

    Customer Meter Element

    A new Customer element has been added to HAMMER, as well as WaterGEMS and WaterCAD. This is a way for users to maintain customer water demand data within the program which provides the user access to features such as element symbology and the ability to visualize customer location and assignment of demand to node elements movements have been added to the Profile Selection tool.

    This tool is present in HAMMER, but substantive data will only be available for the initial conditions. In other words, the Customer element will not be viewable in the Transient Results Viewer as profiles or time history graphs.

    For more information on the Customer element, please see the “What’s New with WaterGEMS/WaterCAD V8i SELECTseries 5?” TechNote and this Webinar.

    External Customer Meter Data manager

    A new External Customer Meter Data manager has been added so that external source data can be added to the Customer Meter element. This allows the user to see detailed information about the location that the Customer Meter element represents. Similar to ModelBuilder, the user can select from a number of source file types, such as database files and Excel files, and import the data into the External Customer Meter Data manager. This can be important in keeping track of demand information that will be applied to the Customer Meters.

    This will primary be used in WaterGEMS or WaterCAD, but is present in HAMMER. For more information on the Customer element, please see the “What’s New with WaterGEMS/WaterCAD V8i SELECTseries 5?” TechNote.

    Export model to notebook computers and tablets with Bentley Map Mobile

    Bentley HAMMER models can now be exported to Bentley Map Mobile for usage on notebook computers and tablets. This makes it possible to view HAMMER models on Android, iPad & iPad mini tablets; you just need to have the Bentley Map mobile application. The new tool has been introduced-Bentley Map Mobile, which publishes Map Mobile i-model, available in file export options. Even background files can be viewed but individually in the view filter list in map mobile.

    This tool is beneficial for the users who don’t have Bentley software; the models can still be sent to them so that they can view the models on their Android, iPad & iPad mini tablets.

    SCADA element

    This element represents a real-world SCADA signal that is associated with a hydraulic element in a WaterGEMS or WaterCAD model. It is used to display both real-time and historical SCADA data as well as the difference between SCADA and model results.

    This element may be present in a HAMMER model, but the SCADA data is not available for transient analysis in Bentley HAMMER.


                   

    For more information on the new SCADA element and the new SCADAConnect Simulation, please see the “What’s New with WaterGEMS/WaterCAD V8i SELECTseries 5?” TechNote

    See Also

    What's New in WaterGEMS, WaterCAD and HAMMER V8i SELECTseries 5 (Webinar)

    Improve Hydraulic Modeling of Customers and their Water Demands (Webinar)

    Product TechNotes and FAQs

    Haestad Methods Product Tech Notes And FAQs

     

    External Links

    Water and Wastewater Forum

    Bentley Technical Support KnowledgeBase

    Bentley LEARN Server

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