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OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Wiki Understanding length/wave speed adjustments and their impact on results
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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
      • "Error in routine InterpolateY" When attempting to compute a 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
        • "Exactly two active pipes must be connected to this type of node in its current configuration."
        • "There is a data error affecting a diameter change or air valve." or "Invalid data" when computing transient simulation
        • Assumptions and limitations of tracking air or vapor pockets in HAMMER
        • Basics of a Transient Analysis in HAMMER
        • Batch run in HAMMER
        • Calculating Nominal Torque for a Transient Pump Startup or Variable speed
        • Can simple or logical controls be used during a transient simulation?
        • Changing the vapor pressure limit to compensate for altitude or fluid type
        • Check Valve Dynamic Curve or Reverse Velocity vs. Deceleration Curves for a Check Valve in HAMMER
        • Defining Orifice Between Pipes element by diameter
        • Determining the Headloss Coefficient for a hydropneumatic tank or surge tank
        • Difference between EPS and transient simulation
        • Difference Between Reservoir "Elevation" and "Elevation (inlet/outlet invert)"
        • Differences in hydropneumatic tank gas pressure results
        • Do the interpolation schemes used by HAMMER satisfy the Courant stability condition?
        • Does HAMMER account for water in the pump for inertia calculations?
        • Does the Extended CAV option apply to vapor pockets in the system or only air?
        • Entering Hydropneumatic tank gas preset pressure based on assumed initial bladder volume
        • Entering Pipe Wave Speed for a Transient Simulation
        • Error computing HAMMER model: Fatal Error in routine GETRD at 1
        • Error message 41303 "Cannot open report file"
        • Error notification "The valve characteristics curve must contain at least 2 entries"
        • Error opening model in HAMMER "21: out of memory"
        • Estimating the Specific Speed of a Pump or Turbine
        • How can I calculate the discharge coefficient (Cv) of a SAV?
        • How can I model a frictionless pipe?
        • How can I model a Vent Pipe or Stand Pipe in HAMMER?
        • How can I model an RPZ device (reduced pressure principle backflow preventer)?
        • How can I simulate a flywheel on a pump to reduce a transient?
        • How can you change the appearance of the profile in the Transient Results Viewer?
        • How can you find the minimum and maximum transient pressure or hydraulic grade results in a HAMMER model?
        • How do I model a valve that starts in the fully closed position, then opens up during the transient simulation?
        • How to set initial start time for a transient run in HAMMER?
        • Hydraulic grade above top of one way surge tank
        • Hydropneumatic tank Extended Node Data graph shows linear continuous increase
        • Hydropneumatic tank user notifications: "gas volume exceeds volume of tank" or "fills its containing tank"
        • Maximum air velocity and flow for Air valves in HAMMER (i.e., Sonic Limit)
        • Modeling a change in HGL or flow during a transient simulation
        • Modeling a Check valve or Control valve in a pump for transient analysis
        • Modeling a Non-slam Check Valve
        • Modeling a pump startup and shutdown transient event in the same simulation
        • Modeling a submersible pump
        • Modeling a Surge valve that opens between two pipes or that is controlled by pressure at a different location
        • Modeling a transient event in a sewer force main discharging to a manhole
        • Modeling a variable speed pump that changes speed during a transient simulation
        • Modeling a vertical pipe in HAMMER, WaterGEMS and WaterCAD
        • Modeling a vertical turbine or multi-stage pump
        • Modeling demand patterns (change in outflow) during a transient simulation in HAMMER
        • Modeling positive displacement pumps in HAMMER
        • Modeling Reference - Surge Tanks
        • Modeling the filling of an empty pipe in HAMMER
        • Modeling turbine instant load rejection with wicket gate starting less than 100% open
        • Negative pressures occur during a transient simulation no matter what protection is used
        • Opening WaterCAD and WaterGEMS models in HAMMER
        • Operating rule not being following after computing pump shutdown or start-up
        • Positive flow in pipe downstream of closed element or air valve during transient simulation
        • Pump is turning on during initial conditions calculation before a Pump Startup transient run
        • Pump Startup occurs too quickly / initial upsurge too severe
        • Reporting the velocity of air through an air valve in HAMMER
        • Setting up a Runaway speed scenario for a turbine
        • Setting up inlet orifice on a hydropneumatic tank that has two inlet pipes
        • Specific Speed and Pump Flow Calculations for a Transient Simulation
        • The results of a transient run are not matching the steady state results of a valve set to a given setting
        • Transient implications of soil, pipe lining, material and thickness
        • Transient pressure worse with air valve added
        • Transient profile data section intervals
        • Transient simulation for a hydrant closure or opening
        • Understanding length/wave speed adjustments and their impact on results
        • Understanding the Transient Friction Methods in HAMMER
        • Understanding transient Wave Speed Reduction Factor Calculation Option
        • User Notification "Concentrated CAV model must be used..."
        • User notification: "Element not included because it is Closed"
        • User Notification: "Initial pressure less than vapor pressure. At the pipe end(s), the elevation(s) or head(s) are incorrect"
        • User notification: "Pump Efficiency must be between X% and Y% inclusive."
        • Using Modulating PRV, PSV or FCV during a transient simulation
        • What does the following user notification mean: "The Check Valve at this element closes at time xx.xx seconds"
        • What equation does HAMMER use to compute the Darcy-Weisbach friction factor (f)?
        • What should the "flow tolerance" be set to?
        • What should the run duration of a HAMMER model be set to?
        • Where is the System Head Curve and Combination Pump Curve tools in HAMMER?
        • Why do turbine extended transient results stop at the time when the gate is 20% open?
      • 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."
    • Pressure pipe vs. conduit between pump and wetwell
    • Print Preview > Fit to Page shows blank page or Reports will not print
    • Properties not working when using MicroStation integration with ProjectWise
    • Properties, Flextables, user notifications, or other dialog is missing or will not open or appears to freeze the program 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
    • 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 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."
    • Arch section shape modeling limitations
    • 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
    • Calculating ellipse coefficients in CulvertMaster
    • 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
    • Conduit "Size" attribute does not appear correctly in annotations or reports
    • 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
    • HAMMER error: "Zero initial head from pump (turbine). Change at least one of the heads at the pump ends of the adjacent pipes."
    • 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 do you define the starting conditions of the transient simulation?
    • 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 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
    • My scenario label is not in my report preview when I run the report builder
    • +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
    • Purpose of the Virtual Flow Depth Calculation Option
    • Query, alert or formula UDX not working correctly with "=" (equals)
    • Red user notification, "Post engine loading process encountering unexpected data. Please rectify any validation errors and try again."
    • Reporting pressure available at the exact total needed fire flow
    • SCADAConnect in SewerGEMS
    • 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 ArcGIS Pro Integration
    • Troubleshooting making a SCADA connection to Oracle database
    • Troubleshooting ModelBuilder issues and errors connecting to an Oracle database
    • Unexpected small flow in pipes that should have zero flow
    • Use of the Gas Law Exponent During Initial Conditions vs. Transient simulation
    • 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
    • Wetwell flooded warning in steady state with GVF Convex (SewerCAD) solver
    • 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?

    Understanding length/wave speed adjustments and their impact on results

    Revision Creation Date Revision Author
    Current Revision Mon, Sep 28 2020 9:39 AM Scott Kampa
    Revision #13 Fri, Dec 20 2019 3:51 PM Larry Abla
    Revision #12 Mon, Mar 13 2017 2:08 PM Scott Kampa
    Revision #11 Mon, Mar 13 2017 2:08 PM Scott Kampa
    Revision #10 Wed, Dec 28 2016 1:09 PM Jesse Dringoli
    Revision #9 Thu, Jun 16 2016 3:38 PM Scott Kampa
    Revision #8 Wed, Dec 30 2015 3:11 PM MPachlhofer
    Revision #7 Wed, Apr 22 2015 11:34 AM MPachlhofer
    Revision #6 Wed, Apr 22 2015 11:26 AM MPachlhofer
    Revision #5 Mon, Apr 20 2015 2:16 PM Craig Calvin
    Revision #4 Mon, Apr 20 2015 2:10 PM Craig Calvin
    >
    • Compare Versions View current version
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