AutoCAD Civil 3D :: Trench With Pipe Corridor Falls To Zero Elevation
Jul 6, 2012
I'm trying to create a trench with pipe corridor along the alignment.
What I've did:
-create an alignment;
-create a pipe nework based on my alignment;
-then I made a profile with my pipe network and draw profile;
-create an assembley;
-create a corridor with one baseline.
When I've checked the corridor I found some weird spotes that are linked to zero elevation.
I've created another alignment from daylight of my corridor, but it doesn't worked.
Where mistake is???
Trench in object viewer
Profile of major alignment
Profile of Daylight
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Sep 30, 2013
creating pipetrench1 on my surface.
Currently, I wanna make an alignment from a 16-inch pipe, which will then be positioned inside a trench.
I have tried several times to generate the corridor, but turned out failing.
Im guessing that i had inserted some parameters wrongly.
Here is the sample drawing: [URL]
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Jul 14, 2013
Is there a way to draw center line of a pipe, trench etc.. and when drawn the line apply the width-height-depth or circumference?
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May 6, 2010
With Civil 2010 I used superelevataion to transition a street's cross fall from left to right. It was very straight forward with 2010.
Now with 2011 it appears that I cannot add superelevation to an alignment with any curve and change the crossfall of a street from left to right over 20m.
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Dec 20, 2013
how to create corridor, and I have a question about assembly elevation targets.
When creating a corridor, the profile is required as dependent object, which gives the elevation of the centerline of the road. Based on the definition of assembly, the elevation of the corridor at the offset targets can be determined by the profile. My question is if the assembly elevation target specifies the elevation at the offset target too? If so, why both profile and assembly elevation target are required?
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Aug 15, 2012
I've got a highway project for which I'm modeling the corridor but the design profiles given to me are for the right lane top edge (ETW) and not the centerline (crown). This is an undivided planer roadway with a typical 2% cross-slope. How can I use that profile for the right edge to run my corridor? I can't seem to get the corridor to use the super table that is attached to the centerline when I use an offset assembly. Is an offset assembly the right way to go with this design?
What I've done just to get going is to take that right edge design profile and draw it in my centerline profile view, then lower it 0.24' (which is my 2% normal cross-slope for a 12' lane) and then use that as a centerline profile and let my normal super assembly and table data control the corridor through the supers. So far that is working--but is there a better way to do this?
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Jul 16, 2012
Using Civil 3D 2012 SP 1 on Win7 Pro 64-bit.
Is there any reason why a corridor model would not be respecting the manually entered super elevation values in the alignment? I have several stations that should be calculated with even super elevation values, but they aren't. For example, at station 0+080 on my alignment the left crown should be running at -3%, but it is actually being calculated at -2.47%. It isn't just one station; it's most of them. No overridden stations, vertical targets, etc in the corridor. Just a fairly straight-forward align (hor/vert) with super, simple assembly (two lanes, shoulder, daylight), simple corridor.
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May 19, 2013
Need getting pipe top elevation in profile view data band? In labels it's possible to perform calculations via expressions. In data bands – not. Inablity to get pipe outside top elevation in profile view leads to dead end in my hunt for smooth workflow.
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Jun 19, 2012
How do I get Civil 3D to put pipe elevation labels at even stations?
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Oct 21, 2013
Can you set pipe structures and assign your own rim elevation? I don't want to use surface elevation.
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Sep 7, 2011
I'm creating pipe networks to represent existing utilities and am still a novice of Civil 3D.
I am creating sewer laterals that need to connect to the sewer main that I have already created. My problem is that I can't find a way to find out the invert elevation of the sewer main at the specific point that the sewer lateral will be tying in to. I no longer have an alignment or profile for the sewer main and I hope that I don't have to re-create them. I just want to pick a point on the pipe and have it tell me that vital information. Is there any way that I can do this in plan view?
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Oct 17, 2013
when creating a pipe network, and the slope of the pipe end is say at a 35% from start to end, the crown of the pipe is at a 90 degree angle from the invert elevation (straight up). So if I have an invert elevation of 288.3' the pipe crown elevation is at 292.5'. I need to show the end of the pipe crown perpendicular to the invert elevation so that it reads 292.0'!
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Dec 10, 2013
I would like to know if it is possible to display the pipe inlet/outlet elevation in my structure label. It seems like it is not possible.It is possible to use the inlet/outlet elevation of the pipe in my pipe label however I would like to display it in my structure.
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Oct 11, 2013
I think that our file has been corrupted. We tried to adjust the elevation of a 6-inch sewer pipe in the profile and then the display of the pipe went up to a 12-inch, even though the pipe properties still show it as a 6. All the other pipe sizes seem to be working, though we did have a similar problem with 4-inch pipe the day before and fixed it with an audit. Audit does not fix this problem. It seems to apply to all six inch pipes.
The file was created in Civil 3D 2007. We are now using C3D 2012 with SP1. My machine is 64-bit but the other person working in the file has 32-bit.
I have attached the file and the pipe in question is in the sewer network and is named SP B 11.
Is there any hope for this file? Of course this is right as we are trying to meet a deadline.
PS I tried to add the file but was size restricted, then I trimmed the file down to under 1.5 MB and was still size restricted.
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Oct 3, 2013
I create surface, then i create alignement of pipe, pipe profile and assembly of the trench.
Then i created a corridor of the trench. Now i can not found out the way how to calculate the volume of the excavation
for the trench. i think that i should create a surface from the corridor of trench.
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Sep 14, 2012
I have created a surface from a corridor. I set the boundary of the surface to the daylight of the corridor. In some areas of the corridor the surface does not triangulate see attached.
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Dec 13, 2012
Copy a corridor successfully? I'd like to try this just a little worried about the explosion of evil this may cause to my Civil 3D session.
Even all the properties of the corridor setup from one to another would be useful. I'm building one corridor and an 2nd one that matches everything except I need to replace my Assembly with one meant for stripping.
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Mar 21, 2013
My corridor surface is not matching my corridor top links. see attachments. this is affecting my volumes!
The section-plan(surface red).png is showing the section editor and the plan view. the red highlighted line in section is the corridor surface and as you can see in plan view the surface is incorrect and wiggly.
The pdf is all my sections with the red linework being the corridor surface.
C3D ver 2012
Win 7, 64bit
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Jul 11, 2013
I am trying to create an elevation label that will give me the spot elevation followed by the letters "TC" and then on the line below subtract 4 inches from the elevation followed by the letters "BC". It's easy enogh to add the letters but the simple equation of elevation - 4 inches eludes me.
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Dec 19, 2012
When I snap a point to an object, the point takes on the elevation of the object. I would rather the point's elevation stay as is.
-changing osnapz variable
-latest civil 3d service pack
A few weeks ago I did not have this problem but once my computer was switched to the company's global server and c3d was reinstalled the problem appeared. Furthermore (post switchover), when a colleage of mine prepared a simple test drawing with just a line and a point, he was able to snap to that line without the point changing elevation. When he sent that drawing to me and I tried snapping the point to the object, the same problem occured with the point taking the elevation of the line object. I suspect it is a system variable issue
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Apr 16, 2012
i have some existing drainage pipe and structures in a base plan that i need to change the invert (which is the easy part) and the top elevation to the existing top elevation that does not meet the minimum presect in civil 3d 2012 is there a way to change these min. to match my exisitng elevation for example i have a catch basin invert is 15.45 top is 17.56 with a 18" rcp the cover will be less than 12" and i need to change this.
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Nov 20, 2013
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.
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Sep 25, 2012
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.
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Jan 8, 2014
One 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?
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Nov 26, 2013
is 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
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Jun 11, 2013
How do I model (or calculate) the fewest welds/fittings required to change angle and elevation in a pipe run, as shown in Option1 below.
For this example the constants are: 8" standard steel pipe, one of the fittings is a standard butt weld 45 (12" radius), bend angle is 70 degrees, and the elevation change is 9". The custom fitting is cut from a standard 8" long radius 90.
Note: Option2 is just shown for reference, I'm only interested in solving Option1
Bend with Elevation change.gif
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Jun 20, 2012
Using Network Layout Tools, can you attach a pipe to a structure in a different Pipe Network? 2013 Civil 3D
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Jul 24, 2013
Im trying to figure out if Inventor's dynamic simulation can simulate gravity on rope or cable shaped solids.
I have a power cord design that I want to display with its cords in various natural positions (IE Flat on a table, hanging from a wall, etc). (see image attached)
My questions are as follows:
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2. If it can, can I also then save the resulting new shape/model and export it to showcase for rendering (or render within Inventor)?
3. I am currently creating the cords using the sweep command. Using this seems like it may cause problems for the simulation. If I use the wiring harness design part of inventor to create the power cables can it then simulate the cables naturally falling and resting due to the forces of gravity? I know the wiring harness design area is built in, but I have never even opened it before..
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May 7, 2012
I'm working on an animation that involves showing an excavator digging out multiple layers of strata. I can think of a few potential ways to do this, involving vol select and particles primarily, but that doesn't always come off super realistically. Any way to semi-realistically show the excavator digging in and picking up the dirt before dropping it back to earth?
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Jun 13, 2013
C3D 2014
when I created a Top surface, C3D showed me otherwise. I need a gap at an intersection. In the attached DWG the intersection corridor has been removed from view by isolate.
I used 2 seperate baselines to force the road corridor to have a gap at the intersection.
Looked OK .. except ..later .. when I created a Top surface, only the first baseline is used to create the surface, the second baseline is skipped : (
I obviously did not make a gap correctly. What is the correct way? Or.. is there no way .. must the designer create multiple seperate corridors when the road has gaps?
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May 2, 2013
I have a very basic question about creating corridors. As you can see on the attachment, i created an assembly consisting of ditch and my own polyline subassembly and turned it into a corridor. The ditch part is drawn out correctly, but the other part (supposed to be a gravel road) has only sections in certain points.
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