AutoCAD Civil 3D :: Error 607 / Inlet A9 Gutter Capture Curve Is Not A Valid Curve
Dec 31, 2013
I have ran an analysis and SSA gave me Error 607 on the report. It says "Inlet A9 gutter capture curve is not a valid curve."
A couple things I did different from the video lectures...
I selected user define for the Tc to figure out Q. i computed those manually.
For the Inlets I have selected Maximum Capture Cutoff.
There are some inlets in this model I created that do not capture 100% of the flow so i created conveyance links to account for the bypass flow.Not sure why is not recognizing the Curve?
Why in LR4 is the Tone Curve default set to Custom with a contrast lowering curve? I would like the default to be linear, but I can't remember how I set that up in LR3.
I do not have two outlet from 4 different intakes. The four intake are modeled as on-grading intake and do have both a bypass link and pipe line attached. Attached is the model that I have been working with. The intake causing the problems are:
I would like to create an equation driven curve with inventor. I have no problems plotting the function in a plotter, however, inventor won't accept my equation. It gives me the error message, saying: "The equation contains unit errors". I'm using the explicit equations.That's the bare equation:
But both equations are not accepted by inventor due to unit errors. In this design, I'm using the metric system, millimeters, so I don't understand why and how I have to redefine this for the equation in order to get it working.
I keep getting this message. I know others have posted about it- but back int 2006 [URL]. The referenced link showing the solution is no longer available.
I read on an archived blog somewhere that is was a glitch in autocad2005. I am running 2010- so I don't get it. I really need to extrude these plines
I am working in AutoCivil 3D 2014. I have created a curve table for a plat of an allotment with the precision for the curve length set to "Normal Rounding". My problem is that we have to show data for the individual lot frontage as well as the total length of the right-of-way curve length. So the individual lot frontages must add up to the total right-of-way length.
If they don't, I have to make an adjustment to one of the lengths. If I change the precision of the tag syle, there is no change in the table. I have attached a screen shot to show my results. The left picture shows a "span" style with the tag and curve length with the precision "truncated". On the right, is what is in the table. I would like to keep the table dynamic and not have to explode it. I think my problem lies in the table and the only way this can work is if I can override the one length in the table. But I have not been able to do that yet.
This command does not function correctly for me. Notice that it will ALWAYS draw the arc from the actual end of the object, not the end closest to the selection as it should?
How to start back to curve & line tag number 1 after generating tags?
During Parcel creation I told it to apply curve tags and it did what it said, created curve tags. Never again until I get comfortable with it. Looks great but want to have some order here. It's really random. I know it's not LDD but in LDD you could clear tags and start over. How to do this in 3D? From what I understand even if you do not display tags they are still created right? So where do I set the default starting number? Settings > Parcel > Commands > CreateSite?
I am having a lot of problems with my vertical curve labels. I created a style that shows the length of the vertical curve, the k-value, the end and start elevations, and the elevation and station of the PVI, as shown. My problems are the fact that when I want to flip a label, they all flip (shown in the second picture). I also have noticed that there is only one drag point. Is this a setting that I unknowingly edited, or is it possible to flip labels individually?
This is my aplicattion in Civil 3D 2014. URL....It´s a tool palette that checks the design criteria (for alignments,superelevations and profiles) according to Spanish rules.My program changes the name of each superelevation curve,for example:
---> With superelevation tool own of Civil 3D (Cuve.1,Curve.2,Curve.3)
---> With my program: (VisorNET Curva.1,VisorNET Cuva.2,.....)
If I calcule again Superelevations using Superelevation button (Calculate/Edit superelevation)of Civil 3D, Civil 3D doesn´t change the Superelevation Curve Names and appears again (VisorNET Curva.1,VisorNET Curva.2,...).Superelevation CurveName property doesn´t exist in settings:
URL....and there isn't a name template. I would like to have this property (read and write----get and set) of settings.Then, I could re-write the default Superelevation CurveName format. (name template)
My curve labels keep skipping. Why do they keep skipping from C6 to C9? I know how to use the renumber tags command. It just keeps skipping C7 and C8 for no apparent reason. There are no tags on frozen or off layers. When I add all possible objects to my curve table it does not change.
Windows 7 x 64 bit NVidia Quadro 2000 Dual Monitor 6.00 GB RAM Intel Xeon W3550 @ 3.07 GHz Civil 3D 2013 SP 2, Civil 3D 2012 SP2, Civil 3D 2011 V3, Civil 3D 2010 V3
I need to put a reverse curve on an alignment. I have tried using two free curve fillets,(between two entities, radius). the first curve was fine, but it would not allow the second curve. I also tried using a floating curve ( from entity radius through point) first, but it did not work.
I don't have much experience with parcels. We don't subdivide property. But I have to do some Acquisition maps and this is the first time I've had an opportunity to do them in Civil 3D.
I wont get in to the gory detail, but I created some parcels that were very slightly off for rotation. It turned out there were some distance problems too. I thought I would just rotate the parcel based on a couple of known corners and then snap to corners I had from a drawing in the correct system.
Mostly that worked. But now I have a curve that isn't tangent because the far end of one of the tangents was adjusted. Also, somehow, the radius is off. I'm only talking about a couple of thousands of a foot, but I'd like to make it right since it has to be edited anyway. I've tried the parcel editing tools from the ribbon and read some of the sections in help that I thought might apply. I haven't been able to adjust the curve.
So now after all the warm-up, my questions. Can I just erase that curve and use the parcel creation tools to add a new curve? Will that curve automatically be added to the correct parcel? Is there anyway to modify the existing curve to be tangent to the revised lines? IOW What's the best way to proceed?
In this moment I am trying to add to my profile line a PVI -which I know how to do it- with the capability of modify the criteria for the vertical curve. In this moment every time that I add a PVI the tangents do not have a vertical curve and if I open the Panorama Profile Grade View Window it does not allow me to change either the length or radius so their values in these cells are empty.
How is possible then to edit -create- the vertical curve for a PVI that was not created in the first shoot?
I have a mainline corridor which is intersecting with a side road corridor that is curving towards the mainline. After the PT of the curve, the two alignments are parallel and I am using an offset assembly here for the sections. What is the best way to handle the area where the two corridors are coming together. As far as I've been able to tell, I cannot use an offset assembly through the curve. There will be a ditch between the two that needs to be shown someway or another. I've attached a screen shot.
I am trying to create a subassembly with a curve in it. See attached .pkt and .dwg files. Very small and simple.
When I attach the Subassembly to the Assembly, the event viewer shows "[Something wrong with current subassembly: The given key was not present in the dictionary.] (Source:Subassembly.Subassembly1)"
The link that represents the curve does not display; only the tesselated points display. In the Subassembly Composer the curve does display.
The file called curved.zip needs to be renamed to curved.pkt. This forum does not allow attachment of files with pkt extension.
I have a profile view of a street surface which transitions from a 2.75% grade to -0.52%. I would like to add a vertical curve so I can add a label at the high point of the street. However when I create my vertical curve, the original PVI is still there and the surface uses the PVI's elevation rather than the vertical curve's.
How can I get the PVI to either go away or have the surface read the vertical curve below the PVI?
there has used a non-AASHTO curve widening formula to calculate automatic curve widening for an alignment? I'm trying to use our Agency curve widening formula which is a function of curve radius and central angle.
I'm not sure if it is even possible to use the central angle of the curve for calculating widening, or how one would go about using a non-AASHTO CW formula.
Attached is the curve widening formula that needs to be used. L will be a constant here.
I have an existing alignment issued to me which has been created using all straight lines even where there should be curves. I am trying to insert curves in these areas. Using free curves (2 entities and a through point) I create a curve then somethings happen I can't work out -
1. The curve is created but the original straight linework stays. I would have thought the original linework would automatically delete. See attached pdf between points 60 and 62 the curve and straights can be seen. 2. Then all stations after the curve are changed to the question mark symbol. If i click on the alignment all the grips are still there for the full length of the alignment, indicating the alignment is still in one piece. 3. If I try to create another curve further along the alignment it won't allow it. Stating on the command line "Selected entity must be part of the main entity."
I am adding curve label numbers to a parking lot to create a table with the curve delta/radius. My problem is that #9 is being skipped. Its going right from 8 to 10.
Seems like a bug on Autocad Civil 3D 2013. I followed all the tutorials to design a circular vertical curve on a profile and it just dont work. I put circular on settings, click on circular curve by PVI button, the software even ask the radius and it end up designing a parabolic curve.
