Product(s): HAMMER Version(s): 08.11.XX.XX and later (features vary) Area: Output and Reporting Problem How to export HAMMER transient profile and graph data? How to save HAMMER transient profiles and graphs? How to combine multiple transient profiles and graphs? Solution Export transient profile and graph data Steps to export by copying and pasting the data: 1. Open a graph. 2. Open Chart Options. 3. Select the Chart button. 4. Select the Series tab. 5. Select the series you want to copy. 6. Click on the Data button at the top. 7. Select the first row heading, hold Shift, select the last row heading. 8. Press Ctrl+C to copy the data. 9. Paste the data into an Excel spreadsheet. Save transient profiles and graphs Graphs and profiles created from the transient results viewer can't be saved as they can with standard graphs and profiles. Combine transient results Natively there is no direct way to do this with the Transient Results Viewer, but there are other methods to accomplish this. Method 1: Combine by including additional scenarios Time Histories has the option to include additional scenarios, but it would be limited to a single Time History and Graph Type. Extended Node Data is limited to the same Node and Graph Type. Method 2: Use the old-style (Java) transient results viewer This is useful in cases where you'd like to compare transient profile/time series results between scenarios. 1. Switch to the old-style (Java) transient results viewer using the steps in the following article. How can I use the old-style (Java) transient results viewer? 2. Open time history graph (or profile plot) number 1 3. Right click in the middle of the graph and choose Save As > HAMMER graph - save the .grp file somewhere 4. Close graph (or profile plot) number 1 and go to File > open and reopen it 5. Right click on the frame of the graph and choose "copy data" 6. Open graph (or profile plot) number 2, right click on the frame and choose "paste data (+)". Note: you may have to adjust the Y axis scale if the pasted data doesn't fit in graph number 2. See Also How can I use the old-style (Java) transient results viewer? SELECTsupport TechNotes And FAQs Product TechNotes and FAQs
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Wiki Page: Combine, save and export HAMMER transient results (i.e. profiles and graphs)
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Wiki Page: How to open the old-style (Java) transient results viewer in HAMMER
Product(s): HAMMER Version(s): 08.11.XX.XX and 10.XX.XX.XX Area: Output and Reporting Problem How to access the old-style transient results viewer? Solution 1. Close HAMMER. 2. Open Windows Explorer. 3. Go to the folder below that corresponds to the version of HAMMER you are running. For versions 08.11.XX.XX, go to: C:\ProgramData\Bentley\HAMMER\8\ For versions 10.XX.XX.XX, go to: C:\ProgramData\Bentley\HAMMER\10\ Note: The folders above apply to Windows Vista, 7, 8, and 10. 4. Right click on the file named TransientResultsViewerOptions.xml, select "Open with", and choose Notepad. 5. Read the instructions provided at the top of the file. Change the UseNewViewer="Yes" line to UseNewViewer="No" (to always open the old viewer) or change it to "UseNewViewer="Prompt"" (to always ask which style of viewer to use when opening it.) * A copy of this file can be downloaded from this link . For the CONNECT Edition (10.00.00.49 +) please follow these instructions 1. Follow the instructions above. 2. Browse to: C:\Users\ \AppData\Local\Bentley\HAMMER 3. Copy the folder "10". 4. Browse to: C:\Users\ \AppData\Roamingl\Bentley\HAMMER 5. Paste the "10" folder there. See Also Combine, save and export profiles and graphs from the HAMMER transient results viewer
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Forum Post: RE: Generate automatically Tributary Area of Drainage SEWERGEMS
Hello Jaime, If you have a terrain model then you can use the Catchment Delineation tool. Here is an article that explains how to use the tool. Using Catchment Delineation The following blog post contains a video demonstrating how the tool works. Save time with automatic catchment delineation
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Wiki Page: Unexpected pipe connectivity after ModelBuilder import
Product(s): WaterCAD, WaterGEMS, HAMMER, StormCAD, SewerCAD, SewerGEMS, CivilStorm Version(s): V8i, CONNECT Edition Area: Layout and Data Input Problem When importing a polyline shapefile in Modelbuilder, the resulting pipes are not connecting at the expected locations. Or, multiple pipes are seen connected to the same node. When performing a second update (build model) in ModelBuilder, pipe connectivity changes or you notice that the ModelBuilder summary indicates a change, when nothing has changed in the source or destination. Solution If you are seeing multiple pipes connected to the wrong node, this could be due to duplicate labels in the selected "key" field. Check the data in the field you select for the key field (or your GIS-ID field, if using the GIS-ID method) and ensure that there are no duplicates. Unexpected connectivity can also be due to the way that the polylines are connected in your source file, the tolerance you specified and/or the order of establishing connectivity by creating new nodes if none found at endpoint, or connecting to existing nodes within the specified tolerance. For example, a pipe may be connecting to a newly created end node from another polyline within the spatial tolerance specified, instead of connecting at a point closer to the end of the pipe. A second ModelBuilder run ("build model" button) might end up changing the end node connectivity of that pipe if a closer end node was created during the first ModelBuilder process, after that pipe was already connected. To help avoid this problem: 1) Use the snapping feature in your GIS application (assuming the source is a shapefile or geodatabase) and ensure polyline endpoints connect at other polyline endpoints where possible. 2) Where possible, import end nodes layers (point features) along with the polyline/pipe layers, so the program doesn't need to auto-create junctions. 3) Use a smaller tolerance for cases where multiple junctions are close together. Example: Example of how the shapefile source could have been set up (separate colors are separate polylines). A smaller tolerance in ModelBuilder would also help if the junction points here are too close together. See Also Creating a shapefile/feature class to ensure proper pipe and junction connectivity using ModelBuilder Preparing GIS data for use in the hydraulics and hydrology products Building and updating a model using ModelBuilder
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Wiki Page: Batch morph junctions to hydrants using hydrant shapefile
Product(s): WaterGEMS, WaterCAD, HAMMER, SewerGEMS, StormCAD, SewerCAD, CivilStorm Version(s): 10.01.XX.XX and Later Area: Layout and Data Input Problem A model uses junctions to model hydrants. Using a Shapefile that contains only hydrants, how could the junctions representing hydrants be morphed into hydrant elements? Solution Update the existing junctions using ModelBuilder Select the Shapefile containing hydrants. Enable "Map elements spatially to closest matching geometries (spatial join)". Note that this is available starting with CONNECT Edition Update 1. Map a field from the hydrant Shapefile to a Junction field. For example, map the hydrant Shapefile field label to the model's notes field. If the notes field is already being used, then a user data extension could be created. On the last page make sure to enable "Create a selection-set with elements modified". This will create a selection set of junctions that are in the location where the hydrants should be. Use Batch Morph to change the junctions to hydrants Go to Tools > More > Batch Morph. Use the new selection set "Elements modified via ModelBuilder…". Set the "New Node Type" to junction, and click OK. See Also Using ModelBuilder to Import External Data How to Batch Morph nodes from one type to another How do I batch merge nodes in close proximity?
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Wiki Page: How are the profile descriptions derived in SewerCAD's GVF-Convex solver or StormCAD's GVF-Rational solver?
Applies To Product(s): SewerCAD, SewerGEMS, StormCAD, CivilStorm Version(s): CONNECT Edition, V8i Area: Output and Reporting Original Author: Scott Kampa, Bentley Technical Support Group Problem Description How are the profile descriptions derived in SewerCAD's GVF-Convex solver or StormCAD's GVF-Rational? Resolution The profile description in the conduit is a combination of the slope classification and the zone classification. For free surface flow, depth rarely remains the same throughout the length of a channel or pipe. Starting from a boundary control depth, the depth changes gradually, increasing or decreasing until normal depth is achieved (if the conduit is sufficiently long). The determination of a boundary control depth depends on both the tailwater condition and the hydraulic characteristics of the conduit. The areas of classification for gradually varied flow analysis are: Slope Classification Zone Classification Profile Classification These are described in detail below. Slope Classification The constructed slope of a conduit is a very important factor in determining the type of gradually varied flow profile that exists. Slopes fall into one of five types, all of which are handled by the program: Adverse Slope Horizontal Slope Hydraulically Mild Slope Critical Slope Hydraulically Steep Slope Any pipe can qualify as only one of these slope types for a given discharge. For differing flows, though, a pipe may change between qualifying as a mild, critical, and steep slope. These slopes do not relate to just the constructed slope, but to the constructed slope relative to the critical slope for the given discharge. Adverse Slope Adverse slope occurs when the upstream invert elevation of a pipe is actually below the downstream invert elevation. Normal depth is undefined for adverse slopes, since no amount of positive flow would result in a rising friction slope. Most flow conditions for adverse sloping pipes are subcritical. Pipes are typically not designed to be adverse, so most situations with adverse slopes are due to construction errors or other unusual circumstances. Adverse pipes may cause some concern beyond the hydraulic capacity of the system, because stagnant water, excessive clogging, and other non-desirable conditions may result. Horizontal Slope As the name suggests, a horizontal slope results when a pipe's upstream and downstream invert elevations are the same. Normal depth for a horizontal pipe is theoretically infinite, although critical depth may still be computed. Like adverse slopes, most flow conditions for horizontal pipes are subcritical. Hydraulically Mild Slope A hydraulically mild slope is a condition where the constructed slope is less than the critical slope. For this condition, the section's normal depth is above critical depth, and the flow regime is usually subcritical. Critical Slope A pipe or channel may have exactly the same slope as the critical slope for the discharge it carries. This is a very uncommon occurrence, but it is possible and the program does calculate it appropriately. Critical depth is an inherently unstable surface, so flow is most likely to be subcritical for these slopes. Hydraulically Steep Slope A hydraulically steep slope is a condition where the constructed slope is greater than the critical slope. For this condition, the section's normal depth is below critical depth, and the flow regime is usually supercritical. However, high tailwater conditions may cause flow to be subcritical. Zone Classification There are three zones that are typically used to classify gradually varied flow: Zone 1 is where actual flow depth is above both normal depth and critical depth. Zone 2 is where actual flow depth is between normal depth and critical depth. Zone 3 is where actual flow depth is below both normal depth and critical depth. Profile Classification The gradually varied flow profile classification--or Profile Description, as it is called in the conduit properties--is simply a combination of the slope classification and the zone classification. For example, a pipe with a hydraulically mild slope and flow in zone 1 would be considered a Mild-1 profile (M1 for short). The program will analyze most profile types, but will not analyze certain flow profile types that occur rarely in conventional sewer system such as H3, M3, and S3. The screenshot below shows the general behavior for the different profile descriptions. The actual results may be less exaggerated than shown in the screenshot. Additional information on gradual varied flow can be found in Stormwater Conveyance Modeling and Design
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Wiki Page: Using Catchment Delineation
Product(s): SewerGEMS, CivilStorm, StormCAD, SewerCAD Version(s): 10.XX.XX.XX Area: Layout and Data Input Background This article contains common workflows for using the Catchment Delineation tool. Catchment delineation is available in the stand-alone and MicroStation platforms only and enables you to create and assign catchment areas to catchbasins based on a draped terrain model. For earlier versions of Haestad products, this functionality is not built-in. However, Bentley "InRoads Hydraulics and Hydrology add-in", which works in MicroStation, has the ability to do watershed delineation. You could then import the delineated catchments using ModelBuilder. For more information on how to use ModelBuilder please refer to this link . Table of Contents Video Demonstration Delineation for newly placed catch basins Delineation for existing catch basins Moving catch basins Adding catch basins within existing catchments Deleting catch basins Advanced Settings Video Demonstration https://youtu.be/wbQz4KXDSZ8 Placing new catch basins (ie. Catch basin positions are not yet known) 1. Attach the Digital Terrain Model (DTM) which will be used to determine the contributing catchment areas. a. Open the Terrain Models Manager (View > Surface Views > Terrain Models). See: Wiki " Digital Terrain Models and Downstream Trace " Help "Terrain Models Manager" b. Click the New icon to open the DTM (Digital Terrain Model) settings dialog. See: Help "Terrain Model Settings Dialog" c. Specify the Source Type, Terrain Model Source file, and the Source Unit to be used. d. Check the box "Show Contour Lines" e. Adjust the interval values and colors as needed. Click OK Tips: Change the minor interval contour line color to something other than red, such as green. The downstream trace color is red, which may make it difficult to differentiate between the two. By making the Minor Interval smaller it will be easier to see where things drain to with the Downstream Trace tool. 2. Click the Zoom Extents button to show the terrain model (View > Zoom and View > Zoom Extents). 3. In the Terrain Models Manager, select the Downstream Trace button. Use the downstream trace tool to locate the upstream end and to locate where the trace lines drain to. 4. In the Terrain Model Manager, press the "Run Catchment Delineation" button. The button will be placed in the depressed position. Notes: With this enabled, placing or moving a catch basin within the Digital Terrain Model will identify and create a corresponding catchment. The catchment delineation tool works by first performing an upstream trace from a point at the center of the catch basin until the trace reaches a high point. Additional traces are then performed until sufficient traces are available to complete a catchment boundary. 5. Place a catch basin in the candidate spot based on the downstream trace. Example of misplaced catchment (catch basin is not on downstream trace line) See the section below "Moving the catch basin and updating the contributing catchment area". Example showing good placement (all upstream area turns into catchment) 6. Repeat step 5 for the other catch basins. Start at the upstream end and work your way downstream. When working from upstream to downstream, the downstream catchment is aware of the upstream catchment and they won't overlap. 7. Uncheck the box in the Terrain Model Manager to turn off contours and better see catchment separation. 8. Repeat this process until the area in question is completed. Then a new section can be started. Delineating catchments for existing catch basins (ie. Catch basins are already in the model, either from manual layout or ModelBuilder) If a model already contains catch basins just select all of them, right-click in the drawing pane and select "Update Catchments for Inlets". Catchments will be automatically created for all of the catch basins that are selected without any overlapping. Moving the catch basin and updating the contributing catchment area When the "Run Catchment Delineation" button is enabled , moving a catch basin will automatically update the contributing catchment area as well as adjacent downstream catchment areas. For example, when the middle catch basin below is moved to the right, the downstream catchment boundary is automatically updated. When the "Run Catchment Delineation" button is disabled and a catch basin is moved, then it's catchment and the downstream catchment will not be updated automatically. Both will need to be updated by right-clicking on the catch basin and selecting "Update Catchments for Inlets" (starting at the upstream catch basin). For example, when the middle catch basin below is moved to the right, with the "Run Catchment Delineation" button disabled, then the catchments remain the same. Adding a catch basin in an already defined catchment Example: If a catchment area is too large and an additional catch basin is required to divide the catchment area. 1. Use the downstream trace tool to better understand the slope of the catchment. 2. Place an additional catch basin based on the downstream trace line. If the "Run Catchment Delineation" button is enabled , adding a catch basin will automatically update the contributing catchment area, but not the adjacent downstream catchment area. If the "Run Catchment Delineation" tool was disabled , then a catchment will not be created automatically. You will need to Right-click on the new catch basin and select "Update Catchments for Inlets". 3. Right-click on the downstream inlet (associated with the catchment being divided) and select "Update Catchments for Inlets". Deleting catch basins or catchments Example: You might have placed too many catchments and want to remove one of them. Deleting the catch basin and the associated catchment will leave a gap. The downstream catch basin can be updated to include the deleted upstream catchment area by right clicking on the catch basin and selecting "Update Catchments for Inlets". Advanced Settings There are several parameters that can be adjusted to improve the performance of the automated catchment delineation. The default values for these parameters are usually adequate so you should generally avoid changing them without good reason. The parameters are described in the help topic "Catchment Delineation Settings". Step Size : Step size is distance from the last found point to the next found point. A smaller search step will generate more accurate results, but it will increase the total time to search all points in catchment boundary. Range of the value is from 1 to 3 ft. Step Angle : Step Angle is the angle to rotate the line from the last found point to next point when trying to find the next point within the catchment or a point outside of the catchment boundary. Value can be 0.15 radiant / step. Step reduction angle tolerance : When a point is found in catchment boundary, the bend angle of the last found 3 points is calculated. If the bend angle is larger than the value, the search step will be decreased by half to find a more accurate point to replace the last found point. The step reduction angle tolerance value can be PI / 16 or 0.196 radiant. Catchment boundary closure tolerance : When a point within catchment boundary and a point outside of the catchment boundary are found, bisection method is used to find a point closer to the real catchment boundary. If the distance between the last found 2 points is smaller than the value, the search for the point will be stopped. Adjacent catchment gap tolerance : 3 lines with length of this value are drawn to the outside of the catchment boundary from 3 points in the line between the last found 2 points in catchment boundary. By checking the ending points in the downstream trace paths from those 3 extended points, the program can tell if the gap is larger than gap tolerance. If the gap is larger than the gap tolerance, the search step will be decreased by half to find a more accurate new point to replace the found last point. Ignore pit/depression depth less than : We use terrain model downstream trace to check if a point is within the boundary of the catchment for the inlet. If the depth of the local pit is smaller than the value, the downstream trace will pass the local pit and continue to the downstream low point. For terrain models on road, the value can be between 0.01 ft and 0.1 ft. For natural surface, a relatively large value can be used. Simplify boundary vertices : If the box is checked, maximum perpendicular algorithm is used to reduce the number of points in catchment boundary. Vertex removal tolerance : When the distance from a point to the line between other 2 points is smaller than the value, the point can be removed from the catchment boundary point list. Display Triangles 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. See Also Blog Video: Save time with automatic catchment delineation SIG Video: Catchment Delineation Help: Catchment Delineation Help: Catchment Delineation Settings Help: Terrain Models Manager
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Product release (estimated) - Water/Storm/Sewer
Estimated release date for Water, Storm and Sewer CONNECT Edition quarterly update : early May, 2018. Subject to change. This applies to the following products: WaterGEMS WaterCAD HAMMER SewerGEMS SewerCAD CivilStorm StormCAD How can I find out when a new version or patch is released for a Hydraulics and Hydrology product?
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Forum Post: RE: Time lapse for EPS while running for only hydraulic analysis is more than 6 hrs.
Sorry for wrong Upload the corrected uploaded snapshot is here
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Forum Post: RE: Time lapse for EPS while running for only hydraulic analysis is more than 6 hrs.
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Forum Post: RE: 2D stormwater modeling in Civil Storm and Sewergems
Does that mean we need to get separate license for MOHID Studio? is there any plans for Civil Storm / SewerGems to become Integrated Catchment Modeling Solution on their own?
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Forum Post: RE: 2D stormwater modeling in Civil Storm and Sewergems
I kind of knew 2D urban flood modeling was not yet included but something lead to this question. I attended an event where a consultant showed a presentation on hydrodynamic modeling and simulation that featured some form of urban flood modeling that is said to be done in SewerGems (the presentation slide cited SewerGems as the tool). Basically. while looking at a plan view of the developed site, at a point in time, stormwater, in excess of the drainage network capacity, started spreading on the road surface up to point in time when max extent of flood was reached and then water ponding started receding till water disappeared (eventually drained back into the network) I was wondering if this simulation was facilitated by a " Ponded Area" surface storage option for manholes and catch basins. Can this be represented in plan view to show the above and how is that possible without 2D simulation and a digital terrain I got other answers during the event that caused confusion but I will keep that out of here for the moment
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Forum Post: create time based pump control
Please suggest the best type of control to use to create a time based pump control and the procedures to use in the Controls Manager to turn on the pump at some time in the morning and turn it off at night. I have tried using either a series of simple controls to turn off the pump at various hours or a composite control. In the case of the simple control set, I was able to assign the control to an operational alternative and run the model, but it gave some error message after attempting to run. In the case of the composite control approach, I couldn't get past data entry in the manager. I also can not find detailed instruction on-line for setting up a composite control. Thank you. Tom
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Forum Post: RE: 2D stormwater modeling in Civil Storm and Sewergems
Hello AHQ. Whether that will be a separate MOHID studio license or you can use one of your existing, this question cannot be answered at this moment. Since we are still looking into integrating it with SewerGEMS or CivilStorm and will publish our views about once we are with the outline of this integration. You can visualize the surface storage option with the help of graph, to know the amount of overflow and its extent. Depth (flooding) will give you the depth of overflow which will vary with the time or you can also graph for flow (overflow) over the time. Or you can also color code these result fields to view in the plan view. Interpreting results when using manhole or catchbasin Surface Storage
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Forum Post: RE: create time based pump control
Hello Tom, A simple control defines a single condition of operation. E.g. If Tank Level = 100 m, then Pump Status "On", else "Off". By this you can understand that pump operation depends solely on the tank water level. As per the controls you are trying to use (time based) the control can be something like this; If Clock Time > 6:00 hrs, then Pump Status "On", else "Off". However this would not serve your purpose as Pump would remain "On" after 6:00 hrs. For this a composite control or action can be specified. A composite control depends on a composite condition. A composite condition depends on more than one simple condition. For your case the composite control can be something like this; If Clock Time > 6:00 hrs AND < 9:00 hrs, then Pump Status "On" , else "Off" If you want to run the pump at two different times during the day you can specify something like this; By using the "OR" operator you can specify additional conditions. The composite control works on logical operators OR, AND, IF and ELSE. By using these operators appropriately you can define your pump to run as desired. Hope this helps you understand the difference between simple and composite controls. What error did you get while running your simulation? Please share a screenshot of the same. You can refer the following article to understand the basics of creating conditions and controls; Creating Controls - Conditions, Actions, and Control Sets Hope this helps.
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Forum Post: RE: SewerCAD Object reference not set to an instance of an object
All - problem solved. Here are the steps I did: 1. Uncheck everything in element symbology. 2. Add a background layer from GIS shapefile. 3. Zoom to extent. And the model can recognize the X and Y coordinates again. 4. Turn everything back on in element symbology and they should be there. After thought: It almost seems that SewerCAD cannot reconcile the geo reference of its elements and need an external geo reference system to reset the coordinates. Any other thoughts?
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Forum Post: RE: SewerCAD Object reference not set to an instance of an object
Hello Da, Try opening SewerCAD without any models open. Then go to File > Import > SewerCAD Database. This will open the model using only the database file. If it opens this way, then there is likely an issue with one of the supporting files. Please upload the model files (.stsw, and .sqlite) using one of the methods in the following link for us to review. Sharing Hydraulic Model Files on the Haestad Forum
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Forum Post: RE: create time based pump control
Thank you Yashodhan. The logic makes sense, but the problem I'm having is entering the composite data into the Controls Manager. Did you set up your control example in the Controls tab or in Conditions/Actions tabs. When entering the data in the Conditions tab, I start with a new Composite condition and select the If operator in the bottom pane. But there are no If Conditions from which I can choose. Can you please describe the specific steps you take in the Controls Manager?
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Wiki Page: Menus or toolbars are not showing in ArcMap
Product(s): WaterGEMS, SewerGEMS, HAMMER Version(s): 08.11.XX.XX and 10.XX.XX.XX Area: Installation Problem The menus / toolbars for WaterGEMS, SewerGEMS or HAMMER are not showing while in ArcMap, even though compatible versions are being used. Solution In ArcMap, right-click in the gray area at the top-right corner. You should see several entries for the Bentley Product (WaterGEMS, SewerGEMS or HAMMER) available to add as toolbars. At a minimum, make sure the "layout toolbar" is selected. communities.bentley.com/.../FindWaterGEMSToolbarsInArcMap_5F00_2.mp4 If you do not see the menus or if some of them are missing, see the steps below, which should help with the issue. Note : If you are using ArcGIS 10.3 please make sure to follow these instructions in order to achieve full integration . 1) Compatible Versions First, make sure the version of WaterGEMS, HAMMER or SewerGEMS you have is compatible with ArcGIS. A compatibility chart can be found at the following link: Platform Compatibility 2) Reintegrate If you are working with compatible versions, there may be an issue with the program installation or the integration. First, with ArcMap and WaterGEMS/HAMMER/SewerGEMS closed, run the " Integrate ..." shortcut within the WaterGEMS/HAMMER/SewerGEMS start menu folder and try again. Note that you may need to have elevated permissions (such as Administrator privileges) in order to successfully use this Integrator tool. If you encounter a problem running the Integrator tool, try right clicking the shortcut > Properties > Compatibility and check the box for "Run this program as administrator." Related to this, you can also go to "C:\Programs Files (x86)\Bentley\(product name)\Haestad.Integrator.exe". Then right-click on this file and choose "Run as Administrator". Make sure that you do this from a user account that has full administrative rights, and make sure the product and ArcGIS are closed. When this is completed use the steps in the video again to locate the toolbars. 3) Repair the Haestad Product Installation If that doesn't help, go to Control Panel and choose Programs and Features (for Windows 7) or Add/Remove Programs (or Windows XP). Find Bentley WaterGEMS/HAMMER/SewerGEMS in the list, highlight it, and select Repair . This will reinstall key components and rerun the integration tool. Once this is completely, you may need to restart your computer. When this is completed use the steps in the video again to locate the toolbars. 4) Clean Reinstallation of the Haestad product If it doesn't work, try a clean reinstallation of the program using these instructions . When you reinstall, the integration should happen automatically. * Note that you need full administrative rights to install the program correctly . 5) Replace Arcmap.exe.config File In some cases, a corruption in the ArcGIS.exe.Config file may occur and prevent successful integration. In that case you should try the following: a) Backup the ArcGIS.exe.Config file on the user's system, which is located at "C:\Program Files (x86)\ArcGIS\Desktop10.2\bin". b) Replace the ArcMap.Exe.Config file with this one c) Rerun the integrator shortcut to integrate the product. 6) Reinstall or Upgrade ArcMap In some cases, it has been seen that a corruption to some ArcMap components prevents successful Integration. In these case, you will need to reinstall ArcMap or upgrade to a later version to repair those components. After doing this, run the "Integrate ..." shortcut again per step 3 above. 7) Disable Interfering Antivirus or AntiMalware Try temporarily disabling any antivirus/antimalware software (or try the integration in Safe Mode) to make sure it is not interfering with the integration process, then repeat option 2. Check any antivirus/antimalware logs to see if any false positives occurs and quarantined files needed for integration. 8) Manually Register There may be specific security permissions on the machine that are preventing the file Haestad.Integrator.exe from automatically registering the .dll files properly. The .dll files can be manually registered using the following steps. 1. Download the file " communities.bentley.com/.../RegisterExtension.zip ". 2. Unzip and rename the file to "RegisterExtension.bat" (remove the .txt). 3. Open the file in Notepad and make sure the path to "ESRIRegASM.exe" is correct (on line 3). The batch file is set to use the default path during the ArcGIS installation which is “C:\Program Files (x86)\Common Files\ArcGIS\bin\”. If ArcGIS was installed using a different directory, then this will need to be edited. 4. Copy the file to the Bentley Hydraulics and Hydrology installation location (i.e. C:\Program Files (x86)\Bentley\ \). 5. Open the Command prompt as an administrator and run the batch file from there. To do this search Windows for "cmd" and "Command Prompt" should display. Right-click on that and select "Run as Administrator". 6. Once the batch file is run, it will register all the required .dll files and then display a message box indicating if the registration is successful or not. If all of the .dll files are registered successfully, then there is something else wrong on the machine which is causing the application not to load and it needs further investigation. The following steps will help determine what is preventing the integration. 9) Collect Crash Dump and Configuration Files 1. Open the icon for the Bentley Hydraulics and Hydrology product integrated with ArcMap. 2. Open the Task Manager 3. Select the Processes tab 4. Right-click on the crashed process 5. Select Create Dump File 6. Copy the files "haestad.watergems.arcgis.ecfg" and "haestad.watergems.arcgis.ui.ecfg" from the location “C:\Program Files (x86)\Common Files\ArcGIS\Desktop10.5\Configuration\CATID”. 7. Submit a help request to Bentley Technical Support by posting to the forum or by creating a service request using the CONNECTION Center . 8. Provide the Crash Dump file and the two .ecfg files. See Also WaterGEMS for ArcGIS FAQ SewerGEMS for ArcGIS FAQ
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Comment on Easily add and align hydraulic models to Bing Maps
Hello Nguyen, this is a known issue (reference # 788487) which will be resolved in the next version (due to be released this month, May, 2018). For future questions or problems, please post on our Forum.
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