Hello Ankit, If you are using a .cel file that was created in a newer version of a Bentley Civil Product, that won't work. You will receive the following message. It seems you are trying to edit one of the .cel files that was delivered with a Civil product. I recommend leaving those delivered .cel files as-is and creating a new .cel file with your custom definitions. This is what I would do: Create a new file to use for your custom cell definitions. Note that a .cel file is the same as a .dgn file, there is just a different extension used to differentiate between a drawing and a cell library. For Example: MyCustomCivilCells.cel Open the Models dialog. Select the Import Models icon. Open the cell library you want to use as a template. In the Select Models dialog, highlight all cells/models you want to import into your library (you can use CTRL, SHIFT, and CRTL-A). Click OK Now your new custom cell library contains those cells. You can use the copy icon in the models dialog and edit as needed. Just make sure the Models dialog has the "Is Cell?" column checked for models containing cells. Then when you are working in a model and want to use those custom cells go to: Element menu > Cells > File > Attach File > Open the cell library. Alternatively, you can add the custom cell library path to MS_CELLLIST Workspace menu > Configuration Category: Cells Set cell library information: Cell Library List Click Edit Edit Mode: Append New Value: Enter custom cell library file path OK This is set on the user level, meaning in the user configuration file (.ucf). With this method, every time you open a .dgn, with the same user selected as when you defined the variable, the cell library will automatically be available. You would just need to got o Element >Cells > check "Display All Cells In Path". Hope this helps.
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Forum Post: RE: Manhole taking circular shape only in 3D (Subsurface Utility Design and Analysis - MXRoad SS4)
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Forum Post: RE: Calculation with tidal effect
One quick note to add along with Craig's answer: The screenshot of the profile shows the result at time zero. The red lines indicate the maximum HGL at each node, and you can see that it is above the ground elevation for most of the network, which is likely the cause of the overflow volume, in the particular case that you were looking at (which may be different from the model that you sent, per Craig's reply). Be sure to move forward in time using the Time Browser, to see what happens later in the simulation. If the overflow is unexpected, check your Continuity Error and general network stability, and adjust the advanced calculation options per the second article that Craig linked to.
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Wiki Page: Using Downstream Trace and Digital Terrain Models
Product(s): StormCAD, SewerGEMS, CivilStorm, SewerCAD Version(s): V8i SELECTseries 4 (08.11.04.54) and later Area: Modeling Background The ability to attach Digital Terrain Models and the Downstream Trace tool were introduced with the release of SELECTseries 4 ( available in version 08.11.04.54 and later). NOTE : Terrain Models are currently supported in the stand-alone and MicroStation platforms only. It is not supported in AutoCAD integrated platform.,as this feature requires utilization of platform specific components, in which case platform compatibility can vary. In case of terrain models, overlaying of a terrain model involves the use of AutoCAD components, which are currently not supported. We are looking into possibility of performing the work required to incorporate Terrain Models into AutoCAD, sometime in the future. For now you may continue using stand-alone or Microstation integrated platform for importing the terrain models and then open that model in AtutoCAD integrated platform. Starting with the release of CONNECT Edition (version 10.00.00.40 and later) the contours can be displayed and the catchment delineation tool was added. The following three digital terrain model source types can be used. Bentley DTM created by: - InRoads (.dtm) - GEOPAK (.tin) - MX (.fil) Bentley DGN terrain models LandXML terrain models Some uses of digital terrain models are: Dynamic Ground Elevation Updates (Moving nodes adjusts the elevations) Downstream Trace (Find natural water path) Catchment Delineation View terrain in profiles Enable automated Design to consider cover along pipe length You can use terrain modeling and terrain modeling tools to automate elevation allocation. You can conveniently trace and display the surface water flow direction across any terrain, ensuring proper location of inlets and other drainage infrastructure. Note that the primary use case for Terrain Models is for new models where you are laying out or importing new elements, which will then be assigned elevations based on the terrain model overlay. If you have existing elements in the model that you wish to assign elevations to, use the Terrain Extractor (Trex) tool instead. To use the Terrain Model tool, go to View > Terrain Models. The following dialogue box will pop up. Click on the new button to import a terrain model. The dialogue box below will appear to select the terrain model source. Note that there is a boundary line color, also, as a boundary is drawn around the terrain model area. You can have several terrain models in a project, but only one can be active at a time. Here is an example of a terrain model's contours and boundary lines. If you look at the MH-10 properties, you will see the ground elevation of 239.88. If you move MH-10, the ground elevation will get updated by the elevations in the terrain model because the "Update Ground Elevation" is set to True. What if I also have GPS survey elevations for some elements? In some cases you may have survey elevation readings with higher accuracy, which should be protected from Trex updates. If you're using the Terrain Model feature instead of Trex , then you would set the node field "Update Ground Elevation from Terrain Model?" to "false" for nodes that have higher accuracy survey/GPS elevations. That way, the elevations for those nodes will keep the higher accuracy values (that you would populate manually from the survey readings, or from a ModelBuilder import) and the terrain model contour will not override. Downstream Trace Another feature is the Downstream Trace (also known as water drop trace). You can pick points within the terrain model and it will trace downstream to the lowest point. You will get the following dialogue box. You will need to put in the value for the option if you want to ignore any depressions less than a certain dimension. After you set the value, you can select a point in the model within the terrain boundary and the software will draw the trace lines. Note : currently (as of 10.00.00.40) the downstream trace feature will not display the length or slope of the trace line. Enhancement 677454 was filed for the ability to do this in a future release. In the meantime if you need to see the length and slope for purposes of determining the time of concentration (Tc), you can trace over the line with a pipe, holding down the CTRL key to add bends, then look at the scaled length of that pipe. Elevations could be added to the end nodes to check the pipe's slope. Viewing Terrain Models in Profiles Starting with V8i SELECTseries 5 (and greater, including CONNECT Edition), profiles will display ground elevations as per the active terrain model: Using Terrain Models to enable automated Design to consider cover along the pipe length Starting with V8i SELECTseries 5 of the Storm and Sewer products, i f you have an active Terrain Model, ground elevations from that model may be used during a Design run to consider cover along the pipe's length. If you want to use this option check "Consider Cover Along Pipe Length?" as shown below. See Also Consuming ContextCapture production files within your hydraulic model
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Wiki Page: Converting a PRV PSV or FCV to a Throttle Control Valve (TCV) in HAMMER
Applies To Product(s): HAMMER Version(s): V8i, CONNECT Edition Area: Modeling Original Author: Scott Kampa, Bentley Technical Support Group Overview This TechNote will describe steps to model an existing valve, such as a flow control valve (FCV) or pressure sustaining valve (PSV) as a throttle control valve (TCV) in Bentley HAMMER to model such valves throttling during the transient even to meet their pressure or flow setpoints. Background Bentley HAMMER has the ability to model a number of valve types, but most are not capable of throttling dynamically in a transient simulation. For instance during the initial conditions (steady state) a FCV will throttle to only allow the desired flow through. In the transient simulation, the valve is assumed to stay at a fixed position, matching the initial conditions. In order to simulate dynamic throttling during the transient simulation, you would need to use a transient Operating Rule (pattern of valve position) with trial and error, to model any impact from modulation of such valves. If you are trying to model the transient response to a FCV, PRV or PSV fully closing (or opening), then you can simply use the Operating Rule in the properties of the valve to configure the pattern of closure. Look at the "results" section of the valve to see the calculated relative closure in the initial conditions, to use as the starting relative closure on your operating rule pattern. If this result is showing as N/A, be sure to enter a minor loss coefficient. Solution First, consider if you need to model these effects. In most cases, the throttling of a FCV, PRV or PSV would not be significant in a transient simulation. Note that as of HAMMER V8i SELECTseries 4 (08.11.04.50), a new option has been added for PRVs to dynamically throttle during the transient simulation, by way of an Opening Rate Coefficient. See: Using Modulating PRVs This may be expanded to PSVs and FCVs in a future update. In the meantime, the steps below can be used to convert existing valves, such as a flow control valve (FCV) or pressure sustaining valve (PSV), to equivalent TCVs with operating rule configured to transition as the valve would, to simulate throttling. Here is an outline of the steps, with details further below: 1) Set up and compute initial conditions to simulate the starting steady state conditions 2) Record the corresponding discharge coefficient of any active valves 3) Set up and compute initial conditions to simulate the ending steady state conditions (after the transient event, where the valve positions may be different) 4) Record the corresponding discharge coefficient of any active valves 5) Convert the valve to a TCV and configure it with a pattern that modulates from the initial discharge coefficient to the final discharge coefficient. Note: For clarity, the steps below will assume that an FCV is the valve that is throttling open or closed in the simulation. In addition, the valves that are not throttling will be assumed to be PRVs. It is important to note that though the simulation is assuming that it is the FCV that is throttling, since the PRV may open or close during the transient simulation based on the settings of the PRV, operating rules will need to be created for these as well. To start, it is recommended that you do a Save As on the model to assure that you don't lose the original data. Next, calculate the initial conditions of the model (usually steady state) as it is originally designed, with the original FCV and PRV currently in the model, and with the FCV set to Active. Then, go to Calculation Options and open the properties for the transient calculation options. Now, find the property field "Specify Initial Conditions?" and set this to True. Back in the drawing, highlight the FCV. Next, go to Tools > Copy Initial Conditions. This will open a new dialog. Choose the "Selection" radio button and select Okay. Now, open the FCV properties. You will find a new result field called "Discharge Coefficient (Transient)", under the "Transient (Physical)" section: Right-click on the attribute name and select "Units and Formatting." Change the precision value to 10 and select Okay. Now, copy the value to Notepad or Excel. Note : You will want to take special care when keeping track of this value to make sure that you don't inadvertently use the wrong discharge coefficient. Next, you will need to morph the FCV into a TCV. This can be done by selecting the TCV from the list of elements. Place the crosshairs over the FCV and left-click on the drawing pane. You will get a message asking if you want to morph the FCV into a TCV. Choose Yes. Most of the physical properties will be retained, including the Operating Rule. Paste the value for the discharge coefficient taken from the previous step into the TCV attributes "Discharge Coefficient (Fully Open)" and “Discharge Coefficient (Initial)." Note: Even though the discharge coefficient obtained from the FCV is when the FCV is active, or throttling, this value is used for "Discharge Coefficient (Fully Open)" since it represents the 0% relative closure in the operating rule being used. With this done, now the discharge coefficients for the other valves in the model must be obtained. For the sake of clarity, we are assuming that other valve or valves are PRVs. Set the initial status of the TCV representing the FCV to Active. Next, open the properties for the transient calculation options and change "Specify Initial Conditions?" to False again. Next, compute initial conditions. Now, change "Specify Initial Conditions?" back to True and then go to Tools > Copy Initial Conditions. When the new dialog opens, this time choose "All" and select Okay. Copy the calculated discharge coefficients for any PRV in the model. Now, set the initial status of the new TCV to Closed. Change "Specify Initial Conditions?" to False again and compute initial conditions. Next, return "Specify Initial Conditions?" to True. Go to Tools > Copy Initial Conditions once more. Again, select "All" and then select Okay. Copy the calculated discharge coefficient for each PRV. Change "Specify Initial Conditions?" to False once more. Next, morph each PRV into a TCV. Make sure that the new TCVs are initially active (since the PRVs they represent are active). Paste the value for the discharge coefficient when the first TCV representing the FCV is closed into the TCV attribute "Discharge Coefficient (Fully Open)" and Discharge Coefficient (Initial)." Now you need to set up operating rules for these new TCVs to simulate the change in the discharge coefficient as the first TCV opens. This will take some trial and error and still might not get the exact results you would expect. You will need to use the valve characteristic curve for the PRV to find the relative closure for a given discharge coefficient. The valve characteristic curve for a given valve type can be found in the Help documentation under "Closing Characteristics of Valves". The time entered will coincide with the time that the TCV representing the FCV takes to open. Once completed, make sure the first TCV (representing the FCV) is closed and compute the model. You may need to make adjustments to the hone the results. If you want to have the FCV throttle between two Active settings (in other words, never fully closed, only allow less flow), you will need to also identify the discharge coefficient for this second setting before morphing the FCV into a TCV. See Also Protective Equipment FAQ General HAMMER V8i FAQ
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Forum Post: RE: FCV technote
You're quite welcome. Note that I have edited the wiki article in question to make things more clear regarding FCV closure in HAMMER.
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Wiki Page: In WaterCAD\GEMS for AutoCAD, how to fill in the hydrant symbol or turn it off?
Product(s): SewerGEMS, WaterCAD, SewerCAD, StormCAD, WaterGEMS, Hammer, CivilStorm Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Layout and Data Input Problem When working in AutoCAD integrated mode of hydraulics and hydrology products, how to fill in the element symbol or how to turn it off? Problem Number: 33588 Problem Number:33181 Solution How to fill the elements : You can fill the different element symbols in hydraulics and hydrology products like catchments, hydrants, tanks, reservoir, PRV, air valve etc. E.g. Open WaterCAD for AutoCAD Enter the Hatch command Select the hydrant to fill You will have to choose each hydrant you want to fill. How to turn off the filling : E.g. Open WaterCAD for AutoCAD, In the Command line, Enter FILL, Enter OFF, Enter REGEN. Y ou can always turn the hatch back ON when you're ready. See Also AutoCAD Integration Troubleshooting
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Wiki Page: Results Not Saved - message when computing a model in version 5.6
Product(s): SewerCAD, StormCAD Version(s): 5.6 Area: Output and Reporting Problem Results Not Saved - Warning--Results Not Saved Error when Pressing GO. Solution The error is due to insufficient RAM. Result files (.out) are saved only if there is some enough memory (RAM) on computer. Please try following. 1) Close other open programs such as AutoCAD or Microstation. 2) Close the program, delete the output files (.out, .rst and .rpc, with the same base file name of your model) and reopen the model 3) Reboot your computer and Open/Run your StormCAD model before opening any other programs 4) Allow the program to access extended memory by following these steps: -Make sure the program is closed. -Make sure your computer has at least 1GB of RAM -Using windows explorer, browse to the software's program directory. The default should be C:\Program Files\Bentley\StormCAD\ -Be sure that you have file extensions turned on. You can turn them on by going to Tools > folder options > View and make sure that "hide extensions for known file types" is unchecked. -Rename the STMCsys.exe file to something similar to STMCsys_bak.exe -Make a copy of the v10a.exe file and paste it into a different folder (such as the "samples" folder) -Rename this file to "STMCsys.exe" and move it back to the main program directory (StormCAD). -Open the program - you should now be able to utilize the full 1GB of memory. -If you get an error about being out of address space, please follow these steps again, using "v10.exe" instead of "v10a.exe" See Also Error Computing: "Cannot save results to file"
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Forum Post: RE: Profile Creation in SewerGEMS
Thank you very much for your response. 1) By that I mean to say that I want see pipe invert profile and 2 ground profiles simultaneously on one screen in engineering profile view. The reason being, my invert levels for some length are governed by 1st ground profile and for some length are governed by 2nd ground profile. 2) Will the enhancement be able to produce the above results? 3) Currently I am utilizing the DXF option only. But the thing is every time I have go to other tool, interpret, decide and come back to SewerGEMS. Hence, if all of them are available on single engineering profile view, it would make the task easy. 4) I do not have terrain model. But again, it would show only 1 ground profile at a time. 5) I do not have any exposure to OpenRoads Designer. I have to explore it. . . . regards, Ankit P Patel
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Wiki Page: Flushing "An error occurred when trying to calculate or validate the model. Please check the model for errors."
Product(s): WaterCAD, WaterGEMS Version(s): 08.11.XX.XX Area: Modeling Problem When trying to compute a flushing analysis, the following error occurs: "An error occurred when trying to calculate or validate the model. Please check the model for errors." The model contains a variable speed pump whose control node is included in the flushing analysis. Problem ID#: 36544 Internal Reference Number: P51844 Solution This often occurs if there is a fixed head variable speed pump in the system and the target head node is included in the flushing analyses. The reason why this causes a conflict is because during the flushing analysis the target node is changed into a flow emitter. In order to fix this issue, place an extra node in the system, next to the target node, assigning the same elevation as the target node. Now you can use this newly created node as the target node and include the existing node in the flushing analysis. See Also Flushing in WaterGEMS/WaterCAD CONNECT Edition or V8i SELECTSeries 6
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Wiki Page: What is the difference between the "subnetwork ID" and "subnetwork outfall" fields?
Product(s): SewerCAD, SewerGEMS Version(s): 08.11.02.46 Area: Modeling Problem What is the difference between the "subnetwork ID" and "subnetwork outfall" fields? Problem ID#: 47512 Solution The "subnetwork ID" field will have the same value for all gravity elements that drain to a particular outfall, regardless of whether there's a pressure subnetwork in between. The "Subnetwork outfall" field will have the same value for all gravity elements that drain to an outfall or a wetwell. So, for example if you had some conduits draining to a wetwell/pump, which then drains to a gravity network that drains to a final outfall, you would have two separate subnetwork outfalls - one would be the elements upstream of the wetwell and the other would be the elements downstream of the final pressure pipe. You would have only one subnetwork ID - for all the gravity elements upstream of the outfall. See Also User Notification "Pipe/channel networks must end with an outfall node."
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Forum Post: RE: Profile Creation in SewerGEMS
Hello Ankit, The enhancement which we have mentioned will combine multiple profiles together in a custom report, however it will not will include two ground surfaces into a single line profile at the moment. In that case, getting your hands on OpenRoads Designer would be worth a try. Here is more information to learn about OpenRoads Designer, for your reference. OpenRoads Designer CONNECT Edition - Wiki Articles and Videos OpenRoads Designer CONNECT Edition Training Links
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Wiki Page: How can I compute the total daily avg. energy cost and the peak demand charge?
Product(s): WaterCAD, WaterGEMS Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Modeling Problem How can I compute the total daily average energy cost and the peak demand charge in my model? Problem Number: 34521 Solution You will need to run two scenarios for this: one to find the average daily energy costs from the pump(s) and another to compute the daily peak demand charge. A separate scenario is computed for the peak demand charges because those occur during peak demand periods, whereas the pump energy cost should be based on the average demand period. Set up the model to represent average daily demands. Enter only the KWh energy costs in the Energy Cost tool and compute energy cost. Click the "pumps" folder and look at cumulative energy cost at end of table (if the end is set to 24 hours). If the duration is more than 24 hours, divide the cumulative energy cost at the end by the number of days in the simulation, to get the average daily energy cost. Click the "storage" folder and note the daily energy cost here. This accounts for volume differences in the tank(s). Set up and compute a new scenario, representing the peak day demand. This is the day where the highest energy consumption would occur, over the course of your billing period. The scenario should have a different demand alternative (or calculation option set with active demand adjustment), with multiplied demands to represent the peak energy usage period. Enter your peak demand charge and billing period in the energy cost tool, compute and look at the daily peak power cost in the "peak demands" part of the energy cost results. This accounts for the billing period, so as to give you a daily cost. Add the daily peak power cost to the storage daily cost and pump daily energy cost that you got in the other scenario, to get your total daily energy cost. If you have happen to be charged two different peak power rates during the course of a day (for example depending on the time of day), then you would need to run two different peak demand scenarios, the first one using a calculation option set that has its start time set to the time when the first rate applies (so the correct multipliers are used from your diurnal demand curve), with duration set to the duration after that start time that the first rate stops. The other scenario would have a calculation option set with start time set to the beginning of the second rate and duration equal to the remainder of the hours in the day. For example, consider: 1) Between 18:00 and 23:00 hrs the rate is = $4616/kw 2) Between 23:01 and 17:59 hrs the rate is = $555/kw The first scenario would use a calculation option set with start time set to 18hr and duration of 5 hours and the second one would have a start time of 23:01hr and duration of 19 hours. You would then use a different peak demand charge value in the energy cost tool for each of these two scenarios, compute them separately and add them together along with the pump/storage daily energy costs to get the total daily energy cost. In our example case, the first one would use $4616/Kw and the second one $555/Kw. See Also Using the Scenario Energy Cost and Energy Management tools in WaterGEMS and WaterCAD
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Forum Post: RE: FCV technote
Hey Jesse, Yeah I've checked the article. It is a lot clear now. Thanks a lot.
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Wiki Page: How do I get PondPack to compute hydrographs in the same way as TR-20 or HEC-1?
Product(s): PondPack Version(s): 10.00.016.00 Area: Modeling Problem How to get PondPack to compute hydrographs in the same way as TR-20 or HEC-1? Solution Select 'Project Settings' from the Tools>Options menu and choose 'TR-20 Method' or 'HEC-1' as the Unit Hydrograph simulation method. In the advanced option dialog for each subarea, also set the internal time increment to match the internal calculation increment used for that subarea within the TR-20 or HEC-1 program respectively. For a detailed description of the differences between computational methods, see SCS Unit Hydrograph Methods in the Watershed Network Theory section of the help documentation. See Also SCS Unit Hydrograph method - TR-20 or TR-55?
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Wiki Page: What are the units used for pump inertia, as seen in the Transient Analysis Output Log?
Product(s): Hammer Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Output and Reporting Problem What are the units used for pump inertia, as seen in the Transient Analysis Output Log? Solution As with other results and output in the text reports, the units are based on the coordinate units of the model. Basically, if your model is in SI units, the X/Y coordinates will be in meters, in which case the units will be SI in the text reports. For the case of pump inertia, the units used for SI (meters for coordinate unit) is N-m^2 and the units used for US (feet for coordinate units) are lb-ft^2. So, HAMMER will convert the input values if they are in different units. If required units of inertia can be changed through pump definition. See Also Does HAMMER account for water in the pump for inertia calculations?
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Wiki Page: Headloss through a hydropneumatic tank
Product(s): Hammer Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Output and Reporting Problem How can I determine the headloss through a hydropneumatic tank for a given timestep in HAMMER? Solution There is no report that shows the exact headloss through the tank. However, there is a relatively easy way to determine it. First, enter a number in the "Report Period" field of the hydropneumatic tank properties. This represents the increment of timesteps at which some extended data will be reported. Next, compute the transient simulation. Go to Reports > Transient Analysis Reports > Transient Analysis Detailed Report. Scroll down near the bottom of the report and you will see a table starting with this: ** Gas vessel at node HT-2 ** Time Volume Head-Gas Head-Pipe Inflow (s) (m3) (m) (m) (cms) To determine the headloss, you basically look at the difference between the values for "Head-Pipe" and "Head-Gas". When the value for "Inflow" is positive, that means the tank is filling, so the head in the tank (Head-Gas) may be less than the head in the pipe (Head-Pipe) due to headlosses. When the "Inflow" is negative, that means the tank is draining, so the Head-Pipe may be less than the Head-Gas due to headlosses. See Also Modeling Reference - Hydropneumatic Tanks Determining the Headloss Coefficient for a hydropneumatic tank or surge tank
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Wiki Page: When compacting a database or importing a model the error "Object reference..." due to missing start or stop nodes occurs
Product(s): StormCAD Version(s): 08.11.XX.XX Area: Other Problem When attempting to use the Compact Database feature or import the model, the following error occurs: "object reference not set to an instance of an object". Problem ID#: 72805 Solution This is a generic error, but in at least one case, it was due to conduits missing start or stop nodes. Open the conduit flextable and ensure that the Start Node and Stop Node fields are added. Scroll through the list and look for any that show up as blank. If you find any with missing start or stop nodes, right click the row header (on the left), choose "zoom to", then press the delete button to delete (or right click on the end of the pipe and reconnect as appropriate). And then Compact database, by going to Tools Compact database See Also ModelBuilder error: "Some current pipes in the model are missing endnodes, Use Network Navigator..." Error importing old model file: "Object reference not set to an instance of an object"
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Wiki Page: Modeling an inclined ditch acting as a pond
Product(s): Bentley PondPack Version(s): 08.11.XX.XX Environment: N\A Area: Modeling Subarea: N\A Problem Can the Trapezoidal pond type be used to model an inclined ditch acting as a pond? What do the length and width offsets represent? Problem ID#: 70129 Solution No - the trapezoidal pond type is only used to model a flat-bottomed trapezoid. A sloped ditch cannot be modeled this way; you will need to use the elevation-area or elevation-volume type. You can use an external program or develop a spreadsheet to compute such a curve based on the trapezoid geometry. The Width Offset is the plan (horizontal) distance between top and bottom rectangular surface areas, measured perpendicular to longest side. It does not matter which side you choose as the offset, as the results will be the same: The Length Offset is the plan (horizontal) distance between top and bottom rectangular surface areas, measured perpendicular to shortest side. It does not matter which side you choose as the offset, as the results will be the same. See attached diagram. See Also How do I model a retention pond? Using PondMaker
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Wiki Page: Software is running is disconnected mode
Product(s): WaterGEMS, WaterCAD, SewerGEMS, SewerCAD, Hammer,StormCAD, SewerCAD, CivilStorm Version(s): 08.11.01.32 Area: Licensing Problem After checking out a license, I open the software and this message pops up: "Software is running is disconnected mode, will be deactivated in 5 days." Problem ID#: 48925 Solution If the version number entered during the checkout is incorrect, the software will not realize the license is checked out. Please make sure the build number is correct and is entered in the right format. See Also General Licensing and Activation Troubleshooting for Haestad Products Hydraulics and Hydrology product licensing (activation) DISCONNECTED MODE EXPLAINED [FAQ]
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Forum Post: RE: Como se representa un pozo subterraneo como fuente de abastecimiento en watergem
Muchas gracias, trabajaré en ello
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