I have recieved a survey and I am now ready to begin my design. BUT, when I try and create a "pipe network", I am unable to connect the plan view with the profile. I have everything on both the plan and profile (water, sanny, gas, cuvlerts, etc etc) which was provided by the surveyor.
How to modify pipe network into an existing survey to transpose/connect in profile and plan views.
Pipe network storm pipes: Fairly new to Civil3D and trying to set up parts list for the storm sewer pipe and would like the plan view to appear as it does currently. We use a polyline for centerline of pipe, similar to dashed linetype but line and space are the same, width set to pipe width.
View 1 Replies View RelatedI need creating a view up a storm pipe. We had the inside of a large diameter pipe scanned. Now I need to be able to create a view looking directly up the pipe. Is there a way to set the view so that the what I am seeing is the view from the center of the downstream end of the pipe looking to the center of the upstream end of the pipe?
View 1 Replies View Relatedis there a way to get the drop down highlighted below to give me storm and sanitary instead of just "standard".
View 1 Replies View RelatedI am having issues with importing / updating existing storm network.
The problem is when I update the storm network, All the outlets are added as new structures. It does not update the existing headwall / end sections.
I then have to go thru and delete the added (null) outlet structure. Then, reattach the existing outlets to the pipe network to show up in the structure data table correctly.
I am working on modeling a pond riser. I had one model with a series of small round perforations in the riser and I needed to look at a version that used larger, square cut-outs in the riser. So, I performed a "save-as" and adjusted my orifices to match my new model requirements. When I attempted to run the model, I received the following error: "ERROR 537 : Unable to perform multiple storm analysis, no storm was selected.".
I have encountered this one time before and was able to go back to the first model and start over. However, now, even when I run the first model (small round perfs), I receive the same error.
I have a storm event assigned for both models but the program does not seem to recognize this any longer.
How to set stakeout points on a pipe network? I have an alignment from the engineer that also has a pipe network associated with it that I would like to automatically set points vertically and horizontally on (like I can do with a regular alignment/profile).
C3D - 2014
I have created cogo points for field staking. I'd like to share them through the survey database.Can I add the points to the Survey Database without first having to export them to a file?
View 1 Replies View RelatedWanted to know if there is a way to place pressure pipes at variable depths.
We got inspector notes which show the depths at each end of the pipes.
And I notice that under Pipe Properties, Part Properties tab, and under Geometry there is Start Cover and End Cover.
But both are greyed out.
Is it possible to use Star Cover and End Cover to design the pipes?
Using Infrastructure Design Suite Premium 2012
I know storm and sewer design possible. But I cannot know if possible to design the pressure network pipe layout?
View 9 Replies View RelatedI copied some Survey Data of AutoCAD Civil 3D 2013 for Surveyors to my C3D 2013 machine few weeks ago. Now I cannot do the "Import point file" of the Survey2 Data B in Survey Databases, because the Survey2 Data B is locked up - see the attached file that has a red circle with an arrow on. How I can unlocked the locked Survey 2 Data in the Survey Databases.
View 1 Replies View Relatedhere's my process:
1- Import the asc file into my drawing.
2- Convert the asc file to a FBK file
3- Import my FBK file. The survey figure linework generated doesn't overlay my previously imported asc file. I checked the FBK file and the coord's match the asc file. I'm confused as to why the survey figures don't overlay the survey points from the asc file, since the coords match in both? The survey figures are all shifted .7' and 54deg. from the points. The elevations are all good on the survey figures, as they match the survey points.
So my quick fix is to explode the survey figures, since I don't really need them for what I'm doing, and then select all the 3d polylines and move them to them to an appropriate survey point. Everything then looks fine and I can get the job done.
However, I would like some insight as to why this might be happening. It's strange that the FBK and asc coordinates match, but the survey figures aren't lying over them.
I am trying to figure out how big my pipes need to be for a storm sewer that I already have set elevations for. Every time I input the pipe and rim elevations for the network in the data tab it changes the inputs back to saying design. How do I set my own elevations for the pipe network?
View 2 Replies View RelatedI have an issue with headwalls rotating. When I rotate the headwall structure to 90 degrees from the pipe, the structure rotates back automatically. Is there a way to lock the position of the structure?
See jpeg below.
I have set up a table style to display the type of structure, top of casting, and invert in and out elevations. I have also added a column to display the depth (rim to sump height). When the structure is a headwall, no depth is needed; however, the table displays this data as "???". Is there a way to only show depths greater than zero within the table editor for rim to sump height?
View 2 Replies View RelatedCan I turn off the begin and end vertical grid of a profile? Currently it can be turned off using the GRID AT VERTICAL MAJOR, even though I'm starting/ending my profile view at stations that are neither major (100') nor minor (50').
Civil 3D 2010.
I attached a pdf to show the vertical line at 19+90 that I want turned off.
I have set the migration defaults to my part list and the pipes come in as expected but all the structures come in as null? I even went as far as setting every option to my rect junction NF and they still come in as null? What did I miss?
Civil 3D 2012 & 2013
HP Z210 Workstation
Intel Xeon CPU E31240 @ 3.30 Hz
12 GB Ram
64 Bit Win7 OS
I have a storm crossing shown on a road profile, and the ellipse that represents the storm pipe is only showing part of the inner wall (I've attached an image). This pipe is skewed slightly, but the entire pipe crosses the road alignment, and this should not make any difference.
Also, is there any way, yet, (I'm using C3D 2011) to have the label show not only the pipe name, but also the invert where the pipe crosses the road alignment, and remain dynamic,? In other words, without having to edit the label text, and lose the dynamic capability. Land Desktop would do this, but it was not dynamic, of course.
Win 7 64BIT
C3D 2013
I need to model a diversion manhole in a storm sewer system. The diversion will take X cfs from the system and send it to a water quality treatment facility. After leaving the WQ facility, it will be returned to the storm sewer system at the next manhole downstream.
I tried in Hydraflow but it doesn't look like diversions are possible. Thought about modeling up to the diversion manhole and taking that data into some other program, and then coming back into a second Hydraflow model that handles the downstream bit.
Typically when we have station offset for a storm structure shown to center of structure. How do you handle station offset with a storm structure label for say back of curb.
View 3 Replies View RelatedI've attached an image of a storm drain invert label for a storm drain profile. As you can see, the middle manhole has all three inflow pipes labeled. Is there a way to only label the inverts of the two pipes shown in the profile view?
C3D 2014
Windows 7 64-bit
As I know we can import and export storm and sewer pipe lines between C3d and SSA. But how about open channels? I am workin on a project which is contain sewer pipes (close sections like circle pipes) and open channels(maybe as corridor in C3d) and some ditches with irregular sectios. it is pretty easy to define assemlies for open channels and ditches in C3d but if we can not pull the in SSA in order to analyze then we need to do the job twise in both software. I've tried to pull my network into SSA. but it just import pipe networks not open channels. is there any way to import them or any other software that can import from C3d and analyse the network?
View 4 Replies View RelatedI tried to open the Storm and Sanitary Sewer analysis program and got an error message. The error message asked me to send a report but the report was rejected.
View 8 Replies View RelatedI am a drafting instructor who has inventor 2013. Want resources (tutorial, instructional video...) explaining how to use "tube and Pipe design" with inventor 2013.
View 2 Replies View RelatedIn Civil3d 2012 when the Edit in Storm and Sanitary Analysis command is used to send a Civil3d pipe network and Catchment areas to SSA the program appears to open as expected with the "Create New Project" dialogue box displayed.
When the Create New Project prompt is accepted nothing is displayed in the SSA plan view.
But.... If I go to the SSA File pulldown menu the .spf project file is available and when it is selected a dialogue box is displayed indicating that the Background file(the dwg) file cannot be found and do we want to search for it "Yes/No".If No is selected the pipe network is displayed as expected.
If Yes is selected and the dwg file located and selected then the pipe network is displayed as expected but the background file looks like proxy objects.
Civil3d2012
Win7 64bit
NVidia Quadro2000M
I created pipe network for my storm drain project. I have located all the structures (manhole) to all angle point of my alignment as required. Also I "insert" manhole every 400' per local code requirements using the command "network layout tools; structures only. My problem is I couldn't find the tools how to trim the pipe that pass through the manhole. Please see attached pdf file.
View 1 Replies View RelatedOne of the things I seem to struggle with is being able to depict a single pipe when it needs to be shown in one profile as a crossing pipe, and another profile where you you show a lenghwise slice through the pipe. I end up tracing the pipe with eliptical objects where I'm cutting across the pipe and setting up more for the lengthwise/sideview of the pipe. Is there a way to have two different styles for the same pipe, one for a cross cut and one for a lengthwise slice?
View 1 Replies View Relatedis there a way to include the pipe min/max cover as part of the str/pipe label?
Civil 3D 2013 SP1, Win 7-64 bit
12GB RAM
How to calculate Hydraflow Storm Sewers Extension by way of Importing DXF Plan Layouts?
View 5 Replies View RelatedUsing Network Layout Tools, can you attach a pipe to a structure in a different Pipe Network? 2013 Civil 3D
View 6 Replies View RelatedRecently we upgraded to Autocad 2013. We are using Quickpen Pipe Designer over autocad for piping design.We are experiencing, with some drawings, long opening/saving/closing/xrefing delays.
For example, for a 12Mb drawing it took 5minutes for a Save AS, with no exrefs in the drawing, Close with save took 5minutes, to attach and xref took 5 minutes (2minutes to show the attach dialog and 3minutes after).
Quickpen is saying that is because autocad, but we haven’t seen such delay opening regular autocad drawings (drawings without quickpen entities).
We have some other issues with Quickpen, fittings disappearing from the drawing, trying to bring them back, and using regen and zoom extends will change the view to a odd 3d view or mirror the drawing to an odd angle.
Are there any 3d settings to make the drawing be faster?