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OpenFlows | Water Infrastructure Wiki What's New with CivilStorm CONNECT Edition Update 1
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    • OpenFlows | Water infrastructure Wiki
    • -OpenFlows CivilStorm
      • "Index was outside the bounds of the array" error message when computing the model
      • +Calculations - Bentley CivilStorm
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      • Program crashes when computing with System.Exception: InputData error
      • What's New with CivilStorm CONNECT Edition Update 1
    • +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
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    • +Integration
    • +Modeling
    • +Layout and Data Input
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    • +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
    • Calculation of Side Flow factor with grate width less than gutter width
    • 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
    • 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 can I speed up computing a model that I need to extract elevations from - it is taking a long time to process in TRex?
    • 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?
    • Is there a way to model a rectangular pipe in WaterCAD, WaterGEMS or HAMMER?
    • 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 culverts in series in CulvertMaster
    • 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
    • Sharing Queries for use in other models
    • 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
    • +WaterSight Learning Resource Guide
    • Wetwell flooded warning in steady state with GVF Convex (SewerCAD) solver
    • 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 CivilStorm CONNECT Edition Update 1

      Product(s): CivilStorm
      Version(s): 10.01.00.70
      Area: Installation

    Overview

    The CONNECT Edition Update 1 release of CivilStorm introduces numerous improvements and features to help you be more successful. Let's explore each of these in detail.

    List of Topics

    Compatibility

    • Supported Operating Systems
    • Compatible Platforms

    Layout & Data Input

    • Bing Maps
    • ModelBuilder Updates
    • ModelBuilder Snapshots
    • Spatial Join option in ModelBuilder
    • ModelBuilder Sync-In and Sync-Out by Selection
    • ModelBuilder Connection file Batch Import
    • Branch Labeling
    • Display TIN Triangles
    • Storm data source tracking
    • Ability to add K coefficient in TR-55 Shallow Concentrated Flow Tc option

    Calculations

    • Critical Storm Analysis
    • Explicit (SWMM) Solver Improvements
    • Conduit Surcharge user notification
    • Flooded Nodes user notification
    • Compute LID linked to Time-Area catchments

    Usability Enhancements

    • Easier access to External Tools
    • Save to Package
    • Engineering Standards
    • Scenario pulldown tree view
    • Graphs manager tree view
    • Set as Default option in Graph Series Options
    • Control Conduit Structure menu improvements
    • Functional Conduit Control Structure improvements
    • GIS-ID Control Center
    • Open on Selection optioin in FlexTables
    • Delete cell in grid views
    • Option dialog
    • New Info item
    • CONNECT Advisor

    Compatibility [Top of Page]

    Supported Operating Systems

    • Windows 10 (32-bit or 64-bit)
    • Windows 8 (32-bit or 64-bit)
    • Windows 7 (32-bit or 64-bit)

    Compatible Platforms

    The CivilStorm CONNECT Edition Update 1 standalone version does not require any CAD or GIS software to work. However, it can be integrated with the following platforms:

    • MicroStation V8i SELECTseries 4 (Some earlier versions may work as well. MicroStation CONNECT Edition integration is not yet supported with this release.)
    • AutoCAD 2018 or 2017

    See:

    Wiki Platform Compatibility

    Layout & Data Input [Top of Page]

    Bing Maps

    Bing aerial imagery and street maps can now be quickly and easily added to a model as a background layer. Map alignment is based on control points. Using latitudes and longitudes, you will be able to get better alignment of the image file with the model drawing. The control point group allows you to define the Latitude and Longitude of the map area you are interested in. The background map scale will be most accurate around the control point. You have a few Map Styles to choose from: Road, Aerial, or Aerial with Labels. 

    See also (including video demonstration) here: How to add background aerial and road map images to your model

    ModelBuilder Improvements

    New ModelBuilder Snapshots feature

    You can now create snapshots when creating a model with ModelBuilder and use those snapshots at later times to identify locations where the model and data source have diverged, providing the user with a way to reconcile those differences. The process below provides the user with a way to better control data used to update the model.

    After a model is created or updated from the data source using ModelBuilder and the two are in sync, you can create a snapshot which contains the list of all data that has been imported from the data source.

    If the user wants to update the model, it is possible to import all data but because many users have made changes to the model that they want to preserve, users often preferred to import only that data that has changed. The user can select the snapshot from the data source from a given time and preview any changes,

    In the preview, the user can review all instances where the model and data source have diverged and select which data to place in the updated model. When the user builds the model using the Sync In function only data that the user wants imported is used to update the model.

    Spatial Join feature in ModelBuilder

    A new Spatial Join feature has been included in ModelBuilder, as a way of adding and updating a model based on the closest matching geometries.

    The tolerance has a default of 100, with the unit based on what was selected for the connection. After clicking Next to go to the Field Mapping section of ModelBuilder, you will see that the key field is set to the <label> field generated by ModelBuilder. If you want to use a label from the source file as the label in the model, you can use the field mapping in the lower left to set the label, as well as any other properties of note.

    Elements in the data source that don't match with any existing elements in the model will be created in the same way that an element with a key field not already in the model would be created.

    When synchronizing into the model with spatial join enabled, ModelBuilder will first look for exact matches spatially and map them. Then searches are done on the remaining elements using the specified tolerance. If there are multiple nodes found within the tolerance, the closest one is chosen. If there are multiple polylines found, the distances between the start, mid, and end points are used to choose a match. If there are multiple polygons found, the distances between centroids are used.

    In addition to mapping a label, you can also map GIS-IDs. If the GIS-ID is one of the fields in the external file, you can select the GIS-ID from the Property pulldown menu and assign the GIS-ID to the element. 

    ModelBuilder Sync-In and Sync-Out by selection

    You now have ability to update a model or sync out to a source file based on a selection of elements, as well as all elements in the model or source file.

    If you choose to import to a selection of elements, you will either be able import to elements that are already selected or to a selection set that exists in the model.

    This works the same for the Sync Out option in ModelBuilder.

    ModelBuilder Batch Import

    A new batch import tool is now included for use in the Command line (CMD) on your computer. This allows for a faster import of .MBC files into ModelBuilder and more efficient model building workflows when using existing ModelBuilder connections.

    From the CMD dialog, you can enter the name of tool (Haestad.ModelBuilder.BatchImport.Driver.exe) followed by an input flag with semicolon delimited .MBC files.   

    Branch Labeling

    Branch labeling enables you to easily adhere to standards that label pipes and nodes based on network branches. This is sometimes required in certain locations, such as the UK. Branch labeling sets the labels of conduits (or pressure pipes) using the indexes of the branches that the conduits are in and using the indexes of conduits in the branches. The branches used for setting conduit labels are found by searching the longest path from an outfall node or a node in a branch.  This can be used to help identify branches in the system and set labels so it is easier to identify where these branches are.

    To run the Branch Labeling tool, select the Tools > Tools > More > Branch Labeling to show the Branch Labeling Setting dialog.

    These fields expect numerical values, but you can set branch numbering and pipe number to the start and increment value that works best for your system. Below is a screenshot of a sample of what this looks like after running.

    The longest path is from MH-1 to the outfall. The conduit directly downstream of MH-1 is given the label 1.000, as it is the first pipe in the first branch. The labeling continues downstream to the outfall. Other branches are identified and given the appropriate label, such as 2.000 (the first pipe in the second branch).

    When there are loops in a storm-sewer network, these loop branches are first located. Then, the loop branch is split into two branches. One branch will consist of a longer stretch of pipe. A second branch will consist of a smaller stretch of pipes. The numbering of the loop branch will follow the branch to the downstream node of the loop. The screenshot below shows a case like this. The loop consists of conduits between MH-10 and MH-5. The main branch is the longer path, and is labeled 3.001, 3.002, and 3.003. The loop branch here is called 4.000, and extends from the upstream to downstream not of the loop portion of the branch.

    Display Triangles when importing Terrain Model

    When adding a terrain model, you now have the ability to show the Civil product triangles or TIN (Triangulated Irregular Network) when loading the file. Triangles can be useful when reviewing catchments that are generated from using the Terrain Model. In addition, Triangles can be useful when doing the downstream water-drop trace.

    Track source of Storm Event generation

    When using Time-Depth or Time-Intensity storm data, the source of the dimensionless rainfall curves is now documented in the Storm Data dialog. This will include information on if the storm is from a dimensionless curve, and if so, which dimensionless curve library and rainfall curve was used. This makes it easier for you to understand the source of your storm events.

    If the storm was not created from a dimensionless curve, the fields for Dimensional Rainfall Curve Library and Dimensionless Rainfall Curve will be blank. If you open an existing model from an older version of the product with existing rainfall data, these fields will be listed as Unavailable, even if they were generated from a dimensionless curve library.

    Ability to add K coefficient in TR-55 shallow concentrated flow Tc option

    The Tc Data Collection has included the TR-55 Shallow Concentrated Flow option, which includes selections for paved or unpaved surfaces. A new option, “Other,” is included in addition to the paved and unpaved selections, which allow you to enter a K coefficient for other surfaces and better calculate the Tc for various surface types.

    Calculations [Top of Page]

    Critical Storm Analysis

    The Critical Storm Analysis function enables you to quickly view and analyze which storm events were the worst-case (the “critical” storm) for each manhole and catch basin. This type of analysis is common in some locations. You can select a range of scenarios and check whether each storm event causes problems that might require adjustments to the design.

    It will check if a given storm and duration will cause a node to be surcharged, overflow, or be at risk of overflowing. It will also display the critical storm event, which is the storm that causes the most extreme conditions, and the first storm event that will see either surcharging or overflows.

    To run this, go to Compute and select Critical Storm Analysis. You would then select the scenarios to be included in the run.

    Once computed, a table is generated that displays the results, including the status of the nodes, as well as key results related to if the system is surcharging or overflowing. There is a color coding column to easily pick out the status of the node to show if the node is not expected to see surcharging or overflows, or if it may see these conditions.

     SWMM Improvements

    Updates for the Explicit (SWMM) solver are included in this release, including several that better handle the use of SI units with the Explicit solver. These include:

    SWMM – Events Feature

    SWMM Events allows you to model only key areas of your storm events. This improves performance of Long-Term Continuous Simulation models by skipping dry states between storm events.

    Rather than model a system using a very long duration, SWMM Events allows you to select key times in your simulation to focus on results. For instance, if you have particularly high flows during a 40-year period, you can define events that only cover these periods. This will save on run time for large models while allowing you to see results at key times for your system. These are defined in the calculation options when using the Explicit (SWMM) solver.

    SWMM Land Use improvements

    You can model the build up of pollutants over time and how they are washed away in the SWMM Land Use dialog. In previous versions of the software, it was assumed that the functions used here were in US units. With this update, you can now define the units that the treatment will use from a dropdown menu in the SWMM Land Uses dialog.

    SWMM Treatments improvements

    You can model the removal of pollutants from the flow entering any drainage system by assigning treatment functions to the node. You assign treatment functions to a node by adding a treatment collection, which contains one or more pollutants and their associated treatment expressions. In earlier versions, it was assumed that the units used for these were in US units. With this update, you can now define the units that the treatment will use from a dropdown menu in the properties grid or the FlexTables.

    SWMM User-defined Climate File

    Previous versions assumed that the Climate File used on Long Term Continuous Simulations were in US units. However, certain climate files can use SI units. In this version, you have the ability to choose if the units are US or SI units.

    Note that climate data that comes directly from EPA-SWMM is always in US units, so this option to change units is not included for these file types.

    SWMM Control Sets improvements

    SWMM Control Sets were improved to allow you to select the units that the controls are in. In previous versions, the expected units for control sets were as follows: Flow: cfs; Length: feet; Time: hours. With this update, the user can define what units they want to use for the control set. This will help you define the controls in the units you want to use without worrying about doing the conversion.

    SWMM Calculation Improvements

    Improvements were made to how data in a model using SI units are exported out to SWMM. EPA-SWMM assumes US units are used. The improvements allow for easier conversion of units between US and SI units and less confusion when exporting model data out to EPA-SWMM.

    Conduits surcharged user notification (GVF-Rational (StormCAD) solver)

    A new user notification was introduced that indicates when a conduit is surcharging. This will better allow you to identify when a part of the system may be undersized. This will status that when a conduit is surcharged and allow you to zoom to that element when identified.

    Generate user notifications for flooded nodes (GVF-Rational (StormCAD) solver)

    User notifications are now included to notify the user when a node is flooding.

    Compute LID linked to Time-Area catchments

    In previous versions of the SewerGEMS and CivilStorm required the user of the EPA-SWMM runoff method when using low impact development, or LID. It is now possible to model LID using other catchment types. This feature is available with the Implicit and Explicit.

    For a Time-Area catchment with a LID, the LID's underdrain outflow can link back to Parent catchment or catchment's outflow node, link to upstream node/pond, link to downstream node/pond, or run on to another Time-Area catchment (Run on is not allowed with an EPA-SWMM catchment).

    Usability Enhancements [Top of Page]

    Easier Access to External Tools

    The External Tools menu has been included in the Tools tab. This allows for easier access to the External Tools manager, allowing you to select the tool and run it.

    Save to Package feature

    The Save to Package features allows you to bundle necessary files together and compress them into a zip file. This will make it simple for cases where you need to supply model files to a colleague, to a reviewer, or to technical support. By default, the models files (.stsw and .stsw.sqlite files), dwh, dwh.profiles are included in the package file, but you can also opt to include log, result, backup, and background files as well. You can access this by going to File > Save as Package

    Engineering Standards

    This feature allows you to customize a set of validations rules so you can check a model against a set of specific engineering standards, such as diameter ranges, materials, and pump status. You would define the severity of the standard (Information, Warning, Error). If flagged during validation, this will appear in the Engineering Standards tab of the User Notification dialog.

    Scenario tree view in Ribbon drop-down menu

    The Scenario dropdown menu is now improved to show a tree view for a clear and easy way to select the appropriate scenario from the dropdown menu.

    Graph manager folders and tree view

    The Graphs manager has a new tree view format that will help with better sorting of the graphs in your model. A new Folder option was added as well.

    The Folder option is available in both the New button and in the right-click menu. Graphs can either be added from the parent Graphs folder or to any new folder. In addition, individual graphs can now be dragged and dropped in to different folders, allowing for better management of the graphs in your model.

    Set as Default option in Graph Series Options

    If you have a particular set of Graph Series Options (i.e., selected attributes to graph) that you frequently use, it is now possible to set that as a default in the Graph Series Options. Once this is set, it will be used for future graphs. If you want to reset the default, there is an option to do that as well.

    Improved Conduit Control Structure dialog layout

    The Conduit Control Structure manager has been updated to be more streamlined and easier to use. Instead of a tree format, you now can add new control structures directly. Now you can see the label for the control structure along with the control structure type on the left part of the dialog. The right side of the dialog contains the control structure information.

    Functional Conduit Control Structure improvements

    The Functional conduit control structure type has been updated to allow for SI units to be used. In the dialog for the Functional control structure, you can now choose if your structure type function is in US or SI units and choose the flow unit that you want to use.

    If you use US units, you also have the ability to pick the flow units.

    GIS-ID Control Center

    A new GIS-ID Control Center is now available to quickly view, edit, and populate GIS-IDs in a model. You can find the GIS-ID Control Center in the Tools tab.

    All elements in the model are available in the table. The GIS-ID column is a comma delimited field, meaning that multiple GIS-IDs can be entered and viewed, separated with a comma. ModelBuilder can be used to import the data, which will then appear in the GIS-ID Control Center. If you edit the GIS-ID collection field in the element properties or element FlexTable, the data you enter there will also appear in the GIS-ID Control Center.

    If an element had a GIS-ID and is deleted from the model, you are still able to track these elements and their GIS-IDs. A separate GIS-ID Control Center for Deleted Elements option has also been included. This will allow you to track the GIS-IDs used in a given model, even for elements no longer present.

    Open on Selection option in FlexTables

    An Open on Selection option is now available from the Select from Drawing button in the element FlexTables. This feature allows you to filter the FlexTable based on elements that are highlight on the screen.

    An Open on All Rows option is also included, which effectively resets the filter used with Open on Selection.

    Delete cell in grid views

    You can now delete data from a cell in FlexTables and other table by simply using the Delete key on your keyboard.

    Option dialog

    The Options dialog has been moved to the File menu, where it can be more easily accessed to make adjustments to settings in a model.

    New Info item

    A new Info item has been added to the File menu. This is a convenient place to enter and find information on a specific project.

    This also include everything that used to be in the Hydraulic Model Properties dialog. In addition, there are buttons that allow the user to directly open relevant folders related to the model, including the file location, the working folder, the Program Data folder and the User Settings folder. The Program Data and User Settings folders contain configuration files, Engineering Libraries, and other files you may occasionally need to access.

    Integrate CONNECT Advisor functionality

    CONNECT Advisor is a central hub that provides an easier way to access information across a variety of locations such as Bentley Communities, LEARN Server (training), YouTube, and more. This is included in the ribbon and is available when you have signed into the CONNECTION Client. It will list recent content as the default, but will allow you to search for topics as well. In future releases, CONNECT Advisor will provide even easier access to useful information and training.

    See Also [Top of Page]

    Product TechNotes and FAQs

    Haestad Methods Product TechNotes And FAQs

    SewerGEMS and CivilStorm TechNotes and FAQs

    Downloading Haestad / Hydraulics and Hydrology Software

    Software installation order

    Cumulative patch set information

    Set up notifications for new versions and patch set releases

      Original Author: Scott Kampa
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