I have created a volume surface and associated surface legend table using the cut/fill parameter.
The volumes and areas don't seem to add up, take Cut 2 as an example only if the area of the previous (cut 1) was added could this be possible. There is lots of speculation in our office like does the fill work in reverse?
I ma trying to print surface legend table to scale. I changed settings in model space, but I am not able to set it up to scale in layout (paper space).
View 1 Replies View RelatedI am using 2013.
I have modelled my surface and have added 'elevations' to my model. When I attempt to add the legend all I get is the top headers; it is not populating the data rows.
I have generated a TIN surface and change the style to "Slope". I want to create a legend for the surface, but the legend has no content, only the header.
View 6 Replies View RelatedI have a big hole in the ground in my model. Its easy to get the volume of cut with C3D. But I have a topsoil layer, weathered rock layer and then solid rock, I basically need to break them down into different volumes. The way I would normally do it is calculate the topsoil, then work out the weathered rock and minus the topsoil, then for solid rock cut I minus the topsoil+weathered rock. I have attached the 3 volumes I need for info.
View 8 Replies View RelatedI have a 100 acre park that I am doing earthworks. I have 1 proposed and 1 existing surface. The park is now broke into 5 different areas and I need to get cut and fill for each area. Is there a way to do a volume report for a particular area? I could define the area with a polyline. Or do I need to copy the proposed surface and start chopping up into 5 areas?
View 9 Replies View RelatedWe own Civil 3d 2010 and are using the Map workspaces.
It seems Map is hard-coded to use the table style 'Legend' when inserting a legend table, yet you can modify the table style of the legend table after it has been inserted.
Is there a way to change the default table style from 'Legend' to something else?
I change my surface style to slope banding (3 ranges) and make a legend table.All of the three ranges in the table are red and my surface ranges are blue, yellow, & red.
View 9 Replies View RelatedIs there a way to lighten up the colors of my surface slope analysis that the rainbow gives me? My drawing will be going into a report and the colors are too bold. Pastels are a bit too bold.
View 9 Replies View RelatedIs there a way for a table linked to a surface (ie. a volume table) to display the surface name in the header? There seem to be no options to do so and copy/pasting <[surface name]> into the header text box just returns a number, oddly.
I will have upwards of 40 surfaces and I don't want to have to manually edit each one!
Seems like a bizarre and simple omission seeing as the tables are dynamically linked to the surface anyway.
So we have to adjust the elevation of hundreds of drainage structures from their existing elevation to the new finished ground elevation.I know we can give this information within the structure label by adding a reference surface but we would like to produce a table with three columns:
Structure No. Existing Rim Elev. Proposed Rim Elev.
How to produce such a table?
I need to export the surface lable table report into microsoft excel format.
View 5 Replies View RelatedHow do you enlarge the legend key squares in a display theme style legend? Can you add schedule information to this legend like the total SF of a particular display theme style?
View 1 Replies View RelatedThere is a font and table style called "Legend" that is automatically generating and can not be purged.
I have looked through all the start up files, all the lisp files and can't find anything that would be creating them!
They appear in any file I open, new or old and even if I open a template file.
I have attached a file that should be empty but you will (or should) see both a font and table style called "Legend".
(FYI I am running AutoCAD Civil 3D 2010 as AutoCAD 2010)
I have a question concernig a wrong result of computed volume.
EG surface with all EG points H=100.00m
FG surfase, created by FL-Square 100x100m H=101.00m, added to FG surface as breakline.
The Result-Fill=9149.59???
Why not 100x100x1=10 000???
P.S. EG points at above example were around 80, randomly spread at area say 150x150m
When I deleted 76 and moved remainig 4 at the corners of the square, the result is OK 10 000cu.m
I am trying to find an easy way of calculating the volumes I have been asked to do. I have a road, with an alignment created along the centreline. I have created a finished surface which incorporates the cutout for the boxing, and I have been supplied with a surface of the natural (original state) ground.
What I have been asked to do is calculate volumes at either 10m or 20m chainages (station).
Obviously, I can create a boundary, and then shift the boundary to where I want the volumes to be, but this road is 3km long, resulting in calculating 150-300 different volumes. The road is not a straight line either and includes a number of bends.
Is there a quick way of calculating this? Or do I need to use the boundary option?
The way they would normally calc it is to add all the details from the cross-sections into an excel sheet, and makesome complex formulas to figure it out. Even doing the boundary method is quicker than that.
We have a good size channel and the section for the channel varies quite a bit. We want to find the volume excavated in the channel between 2 elevations (it is the area of sand per the goetech report)? A template was not used to create the channel surface, breaklines and gradings were used.
View 9 Replies View RelatedI have sevreal corridors with various spurs. The contractor wants the cut/fill volume in sections along the corridors, not one big cut/fill calc. Is there a way to do this in C3D? I have got the volume table with the chainages on, but he does not want a cumulitive figure for the whole corridor.
View 1 Replies View RelatedI have noticed that the value I get when I use the surface volume comparison tool or look at a graded item in the grading group properties box is different than if I calculate it by hand and the discrepancy isn't even consistant. After spotting this problem in a job I am working on graded two simple ponds to check this. The first one is 100' x 100' and 5' deep w/ 2:1 side slopes. Calculating the volume by hand I get 1500 cu. yds but the grading group properties come up to 1506.17 cu. yds. The accuracy is off by less than 0.5% The second pond is 100' x 100' and 2' deep with 3:1 side slopes. The hand calc gets me 654.52 cu. yds. and the grading group properties reads 655 cu. yds. This discrepancy is closer to 7%. I really need to know if I can trust the volume tools in the program.
View 9 Replies View RelatedI am attempting to take two surfaces and cut straight down through a set polyline and get the difference between two surfaces. Do i want to use the bounded volumes to do this? Or can i simply create two surfaces and and use the analyze/volumes tool and just select the two. I would then add the boundary to each surface to limit the data.
My concern is since the two surfaces do not meet along the edges which will cause the math to be off.
I have a few vary large stockpile that i need to get volumes of the stockpile at 1 meter intervals- is there a quick way of doing this, other then finding the area of each elevation and calculating the volumes.
View 8 Replies View RelatedI have an existing topo surface created as well as grading for a proposed elevated pad of earth done in civil 3d 2013. I simply want to calculate the cut and fill quantities. I created the grading with automatic surface creation checked on. When I use volume tools to see what the quantities are, it says 0.0 for both cut and fill.
I created another surface (TIN) and pasted the existing topo surface and the proposed grading surface into it and I couldn't get any quantities.
I created another surface (TIN volume) and set the base surface as the existing surface and the comparison surface as the surface created from the grading but again could get no quantities.
I am looking to find out if the is a way of generating a stage storage table or volume table showing only the volume in the pond from the lowest intersecting existing ground contour to the top of the pond (to determine what would spill out of the pond in case of a berm failure) and if Civil 3D could make the determination of where that intersecting point is.
View 1 Replies View RelatedI have a manure storage pond that I am trying to figure out the total storage volume for. It has 2.5:1 Side slopes and a 10 foot wide ramp at 10:1 entering the pond to the floor bottom. I am trying to figure out what the volume of this pond is. What is the fastest and most efficient way to get this volume? I do not want it compared to any other surface such as existing ground.
View 7 Replies View RelatedI am working with Autocad Civil 3D 2011. Before upgrading we were using LDD 2007. How to create a symbols legend in C3D. It was easy in LDD but how to create one in C3D.
View 4 Replies View Relatedusing CIvil3D to figure volumes. I have a very large aerial topo from a couple years ago to compare against a topographical survey I completed this year. No problem creating surfaces.
Question: In the topo's, I need to get a volume from two different areas....one area being a fill area, the other being the borrow area. Don't want any volume data throughout the rest of the site.
Do I just create one large surface for each topo and designate boundaries somehow? Or do I need to create multiple surfaces for each topo? If this is the case, will I need to make sure any breaklines, etc. don't cross from one area to the other?
I am looking to calculate the volume of an existing berm from a TIN surface. I have read through some of the Civil 3D tutorials, and realize that I will need to have two surfaces (base and comparison), but need to figure out how to create the comparison surface.
View 9 Replies View RelatedI have been provided a file with a surface, however I have not been provided with the point files referenced to define the surface. As a result, when I try to calculate the quantities in the volume dashboard using a volume surface, I get the error that the surface is out of date. Is there a way to calculate volumes with an out of date surface?
I am trying to calculate the amount of material required to be cut when creating a flat bottom ditch.
Civil 3D 2010
I posted this in Autocad General but was wondering if I can do something using C3D tables or labels...
Currently we have about 30 sheets where we xref the same construction note and legend. The client is asking us to remove notes that don't apply to each sheet. For example, sheet 1 will not need note 2, 6, 10, 11. Sheet 2 will not need 3, 5, 10, and 11, etc.
Same goes for the legend- they don't want to see something if it does not apply to the sheet.
Other than bringing in those notes and legend into each sheet and modifying it, I can't think of another way to do this. Previously, if I needed to change the wording of note 4, I change it once and I'm done. If I need to change anything now, I will need to open up 20 sheets.
Also, they want to remove the note completely, and not just cover up the note with "Not used this sheet."
I have been searching around all morning for a way to create a symbol legend in C3D 2012. Is there a way to create a legend of point sysmbols being used with in a dwg? I could do this manually but that could take a while if I have lots of sysmbols.
View 1 Replies View RelatedWe have a Civil 3D surface using contours which are coloured according to the elevation. But when we do a surface legend, and use contours, it just numbers the contours instead of using the colours. Ever created a surface table with the colours of each contour elevation?
View 1 Replies View Related