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OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Wiki Customizing FlexTables for viewing and reporting data
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    • 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
      • +Calculations - Bentley WaterGEMS
      • Change the size of flow arrows in ArcGIS Pro
      • +Conversion - Bentley WaterGEMS
      • Error importing geodatabase using ModelBuilder: Object reference not set to an instance of an object
      • Error message opening program: “This implementation is not part of the Windows Platform FIPS validated cryptographic algorithms.”
      • Error publishing i-model: Could not add file level provenance
      • Error trying to to Add Joins or Remove Joins: Object reference not set to an instance of an object
      • +General - BENTLEY WATERGEMS
      • +Help and Documentation - Bentley WaterGEMS
      • How to add element labels in ArcGIS Pro
      • How to determine if a condition or action is being shared with other controls?
      • How to remove bends from a pipe or conduit
      • How to troubleshoot system deficiencies in a hydraulic model, like flooding, low pressures, or tank or pipe size
      • Image background file causes application to crash without an error message
      • +Installation - Bentley WaterGEMS
      • +Integration - Bentley WaterGEMS
      • +Interchange - Bentley WaterGEMS
      • +Layout and Data Input - Bentley WaterGEMS
      • +Libraries/Catalogs - Bentley WaterGEMS
      • +Licensing - Bentley WaterGEMS
      • Materials and Minor Loss engineering libraries in Chinese
      • +Modeling - Bentley WaterGEMS
      • Modeling scenarios with different demand conditions
      • +N/A - Bentley WaterGEMS
      • +New Features and Enhancements for OpenFlows products
      • No items available in Usage Field pulldown menu when adding demands or loading in LoadBuilder
      • +Other - Bentley WaterGEMS
      • -Output and Reporting - Bentley WaterGEMS
        • How to Find Total Pipe Water Volume and Total Pipe Length
        • "Error opening feature class" when importing FlexTable shapefile information into ArcMap
        • Age (Calculated) vs. Age (Minimum) vs. Age (Maximum)
        • Annotation locations get reset after editing height multiplier
        • Automatic processing of results (or other) data using an extensible data exchange framework
        • Blank Page in Report of Plan View or Flushing Report with Bing Map Active
        • Calculated demand does not match entered demand
        • Can WaterGEMS/CAD or HAMMER display elements in 3D?
        • Change graph and profile appearance using Chart Options
        • Changing the color of a bar, dot, or line series in graphs
        • Color code pipes to show the Criticality system demand shortfall percentage using the Pipe Renewal Planner tool
        • Color coding based on multiple attributes
        • Comparing results between scenarios
        • Creating custom alerts or user notifications
        • Custom report not reporting the correct pump definition in flextable
        • Customizing FlexTables for viewing and reporting data
        • Customizing the Flushing Field Report
        • Data values not appearing in the element FlexTables
        • Elements appear disconnected when zooming in
        • Error computing model: "Pressure engine output set references a deleted selection set"
        • Error opening existing model: "Error in the application" or "Operation invalid without a current index"
        • Error opening existing project: "External component has thrown an exception"
        • Export to Excel "Element" and "Label" columns not matching
        • Exporting flow arrows as shapefiles for display in other platforms
        • Exporting Flushing results to Excel or other standard format
        • Exporting model elements to shapefiles
        • File > Page Setup > Print button greyed out
        • Filter FlexTable to only show active elements
        • Finding total demanded volume for a scenario in WaterCAD and WaterGEMS
        • Fire flow nodes are failing because of low pressures on the suction side of a pump
        • Flex table reports appear blank
        • Flow appearing as N/A when using an Output Selection Set
        • Flow arrows not displaying correctly per their Element Symbology setting
        • Flushing alternative option report on minimum pressure
        • Graph formatting changes after closing and reopening
        • Graph scale incorrect when graphing SCADA element results
        • Graphing a user data extension on the same axis as other fields
        • Graphing flow coming out of a tank
        • How can I enable the flow arrows when working in the ArcGIS Pro or ArcMap platform?
        • How can I publish my computed model results to a SCADA HMI?
        • How can I set the time steps to just certain hours in the calculation options?
        • How can I show node labels in a profile, instead of elevations?
        • How do I remove the "N/A" entries in the Fire Flow Node Table for nodes not included in the Fire Flow Nodes selection set?
        • How to color code elements in ArcMap or ArcGIS Pro platform
        • How to copy data from a profile or graph
        • How to copy/paste labels for selection sets, named views, and graphs into excel?
        • How to get Start and Stop Node Elevations in Pipe Flextable
        • How to insert a legend into the drawing pane?
        • How to save model plan view to an image or CAD file
        • How to set the default graph property
        • No results or N/A after computing
        • Percentage full & volume are reported as 0 when the tank level (calculated) is greater than 0.
        • Pressure or other results at customer meter elements
        • Profile not displaying results from the current scenario
        • Pump station results when running hydraulic analysis
        • Reporting Details of Fittings (Minor Losses) for Each Pipe
        • Reporting the Darcy-Weisbach Friction Factor (f)
        • Reporting volume of water through certain elements in SewerCAD and SewerGEMS
        • Some pipes or junctions in my model are not visible, but they are shown in my flextable OR Annotations or color coding are not correctly displayed.
        • Sorting or filtering by the 'zone' field in the customer meters flextable is not working
        • System.FormatException: Input string was not in a correct format
        • Tank level change not corresponding to net outflow
        • The flow direction arrows shapefile when imported in ArcGIS products do not align with the water model pipe results
        • Total pipe length in Pressure Pipe Inventory report different than in FlexTable
        • Understanding and Controlling Hydraulic Results in Output Files
        • User Notification "Failed to validate model"
        • User Notification: "Cannot distribute ##.#% customer demand to <Node Type> "<Node Label>" of associated pipe <Pipe Label>."
        • User Notification: "GPV curve is undefined"
        • User Notification: "The maximum number of user notifications (1000) was reached."
        • Using hydrant flow curves to check residual pressure for a range of flow
        • Using the Post Calculation Processor for statistical analysis of results
        • Viewing percentage of needed fire flow met as a result field
        • Viewing results from the Post Calculation Processor for multiple scenarios
        • What date and time is used from a Real Time SCADA Signal?
        • What is the "Travel time" result field, and why can it sometimes not be graphed?
        • What is the meaning of the notification "Valve cannot deliver flow", with regard to a Flow Control Valve (FCV)?
        • Why are my version 7 results different from V8i or CONNECT edition results?
        • Why do I get a negative pressure at a high point in my system? Shouldn't the pump add enough head to push the water over the hill?
        • Why do I see "N/A" for all fire flow results for all nodes in the Fire Flow Node Table?
        • Why does the Pressure (Calculated Residual) field display N/A for a steady state or EPS run?
        • Why don't I see a pressure loss in downstream junctions after my TCV?
        • Zero flow at all the junctions in the Fire flow Available column
      • +Output/Results Presentation - Bentley WaterGEMS
      • SCADAConnect Simulator adding a "#" symbol to SQL query
      • Sorting by label is not in the expected order
      • Unexpected, automatic updating of model when working on the MicroStation integrated platform for OpenFlows Products
      • Using ArcGIS Pro Snapping tool to create elements in the ArcGIS Pro platform
      • Using Skelebrator to reduce the number of pipes in a model
      • Using Text, Line, and Border feature
      • Using Variable Speed Pumps in WaterGEMS and WaterCAD
      • What does node elevation represent in WaterCAD, WaterGEMS and HAMMER?
      • What is the difference between the Schematic and Scaled drawing mode?
      • What's New in WaterGEMS and WaterCAD CONNECT Edition Update 2
      • What's New in WaterGEMS and WaterCAD CONNECT Edition Update 2 - build 10.02.01.06
      • What's New in WaterGEMS, WaterCAD, and WaterOPS CONNECT Edition Update 3 (10.03.05.03 & 10.03.05.05)
      • What's New in WaterGEMS, WaterCAD, and WaterOPS CONNECT Edition Update 3.4 (version 10.03.04.05)
      • What's New with WaterGEMS and WaterCAD CONNECT Edition Update 1
      • Workflow for Age, Constituent, and Trace analyses using WaterGEMS and WaterCAD
    • +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?

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    Customizing FlexTables - moving, adding, and removing columns

       
      Applies To 
       
      Product(s): Bentley WaterGEMS, Bentley WaterCAD, Bentley SewerGEMS, Bentley SewerCAD, Bentley CivilStorm, Bentley StormCAD, Bentley HAMMER, Bentley PondPack
      Version(s): 08.11.xx.xx
      Environment:  N\A
      Area:  Output and Reporting
      Subarea:  N\A
      Original Author: Jesse Dringoli, Bentley Technical Support Group
       

    Problem

    How can I add or remove columns from my FlexTable?

    How can I customize FlexTable reports?

    Solution

    First, use the yellow edit button at the top of the FlexTable to choose which fields you would like to be displayed in the FlexTable.

    This will open the dialog below, which will show the available columns on the left and the columns that are already in the FlexTable on the right.

    You can now add columns by select the property from the Available column and click the Add button (">"). To remove unnecessary or unneeded columns, highlight the property from the Selected column and click the Remove button ("<"). You can also move the position of a column in the FlexTable by clicking the up and down arrows beneath the Selected column.

    In addition to this, WaterGEMS/WaterCAD V8i SELECTseries 6 and the SELECTseries 5 release of the storm and sewer products (such as SewerGEMS), you can add and remove columns in another way. By right-clicking on a column header you can select "Remove Column" to remove the column from the FlexTable. In addition, you can select "Add Column" and then choose a column to include, as shown in the screenshot below:

    Creating reports from FlexTables

    You can create a report from a FlexTable by select the Report button in the FlexTable. You may want to use some of the steps above to add or remove columns to make the report manageable when printing. 

    In addition to adding and removing columns, you can also change the name of the column header by right-clicking on the column header and choosing "Edit column label". Also, you can click and drag the separator between each column header to change the column width. To customize the appearance of the Print Preview further, you can modify the header/footer and margin sizes under Report > Report Options.

    If the appearance of the flextable report is still unsatisfactory, you have two options. First, you could copy the entire flextable to clipboard by clicking the gray cell at the top left corner and then click the copy button. You can then paste in an external application such as Microsoft Excel and format/print from there. In addition, you can export the file as a .CSV file by clicking the Export to File button in the upper left of the FlexTable. The .CSV file type can be opened in Excel as well.

    The other option, which is available in versions 08.11.01.xx and greater, is XML reporting. In the FlexTable, when clicking the report button, choose "Report in XML". You can then apply a custom style sheet and thus have better control over the FlexTable printout.



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