I am trying to find a volume of land cutting filling at particular level?
I import point file in surface 1
How to make surface 2 for particular level ..
Is there a way to generate a volume report for a bounded volume surface?
View 3 Replies View RelatedI'm working with TIN surfaces, doing cut/fill comparisons for a surface mine.
My volume surface statistics show a cut volume of 5167.22 cy and fill volume of 8456.18 cy.
The sample line group volume report show cumulative cut of 5527.67 cy and fill of 8465.56 cy.
What could be some causes of this disparity. All reference surfaces are built from points and use a non-destructive boundary.
In my latest video, I have inserted several different music tracks but they vary in volume. Is there any way one can make all inserted tracks an identical (or similar) volume level?
View 1 Replies View RelatedI've read a few threads on this way back but cannot locate them. I have two surfaces and create a volume surface and it reported the volume as 493 cy. I then ran some sample lines at 25 foot interval and the total volume is reported as 964 cy.
View 1 Replies View RelatedI want to use it as my primary hydrologic and hydraulic modeler. It only makes sense. Well, I got the program to work and had things linked in and was able to route a storm through the network. But when I routed the storms, I had to model double the storage that i expected.
So I went back to the program I'm familiar with - Pondpack by Benltey - and designed the same system I routed in SSA in that program - and got the storage volume that I would expect for a site of this size - about 2 acres.
Is there possibly a setting that I'm missing that makes my outlet structures route slower or less than they should? Or is there some other reason that a system would give this kind of inflated need for storage?
I have an issue with using Bounded Volume or Adding a Boundary to Volume Surface things so bad... = incorrect volumes.. sometimes extremely incorrect.. I understand that the surface rectangle when a boundary is added but this could be horrible if not checked.
View 3 Replies View RelatedWhen trying to lay a music track in my project from the Auto Music library, I am unable to adjust the level of that music. Prior to laying the track the volume control is grayed-out and unavailable.
After the track is laid and the volume control is available, it has no effect on the music level in the laid track.
I cannot find my point settings.
View 7 Replies View RelatedI have been meaning to ask this question when using previous versions but forgot so here goes Now using ProX4 (boxed upgrade) and it has the same prob as with previous versions namely that when on the Share step and adding a music file to one of the Gallery intro scenes I have not found any way to control the volume of that sound as it blares out LOUD on preview and in the final DVD video. If the viewer of the DVD video subsequently lowers that sound level then the sound level is too low for the following video. I have made a sound file at the sound level I need but even that is ignored and the sound on the intro screen is LOUD again. Corel Support advised me that I can adjust the volume when in the preview prior to butning but that does not affect the level on the final DVDF.
View 14 Replies View RelatedI need finding the volume of a solid (not the amount a solid can hold) in Autocad 2011 for Mac.
View 1 Replies View RelatedI have a topographic profile of my site in autocad 2013. I need to calculate the volume of a valley on the map. I am looking for a quicker method to do this rather than building cross sections or integrating.
View 6 Replies View RelatedOK, I just did a new install of Civil 3D on a clean machine, were might I find the XML Reporting for 2013 so that I can edit the format and percision of the reports.
View 1 Replies View Related Last week I could import xml files just fine. Now when I go to import a xml I get
"_AeccLandXMLIn Unknown command "AECCLANDXMLIN". Press F1 for help."
what happens when we try to export corridor to Land XML file? Do we get design cross sections that surveyors can import in the equipment? I need to export my cl alignment with the design cross sections.
View 9 Replies View RelatedHow do i find the volume of the parts in an assembly?
View 9 Replies View RelatedI have a 3d model that I am trying to find the volume of, but when I go to use massprop, it finds 69 objects, and gives me "no solids or regions selected". I've tried converting the object into a single block, which made no difference.
I can't seem to upload the .dwg either...
When converting Land Desktop Points to Civil 3D, it doesn't display point labels, descriptions, elevations, or point numbers. How do I correct this?
View 9 Replies View RelatedI would like to export feature lines out as land xml file. Can this be done in Civil 3D or is there another work around.
View 5 Replies View RelatedI brought a site into a drawing by LandXML which had 35 feature lines in it. How do you get the actual linework of the feature lines to show up in your drawing? It shows them in the site but the linework is not there.
View 1 Replies View RelatedI am fairly new to civil 3d (currently using 2012) and have been tasked with designing a proposed landfill cap. The end goal i am looking to achieve is to dertermin the amount of fill that can fit within a footprint. If approved i would then design a haul road and swales. I understand the basics of grading however i have run in to a few issues while attempting this. Let me describe what i have tried so far.
-Obtained existing contours and created a surface out of this.
-Obtained proposed footprint extents
-Attempted "grade to elevation" using the footprint to grade up to an elevation using a 3:1 slope. Learned this tool does not work as i expected and abandoned this idea
-Attempted "grade to surface" using a 3:1 slope and a top footprint with an assigned elevation.
The final step i believe is creating what i want however the surface is not very "clean". Here is an example of what i mean; [URL]....... Is my feature line not simple enough or is my existing surface perhaps too complex?
I am trying to find where the formatting is for the General Legal Description bearings. I am currently getting an output of NORTH 00° 12' 33" EAST, but would like to eliminate the spaces in the DMS: NORTH 00°12'33" EAST. This is also the case with the delta angle for curves. When I run the Metes and Bounds report, the bearings appear without the spaces. I think that I have changed it before, but I have switched employers since editing the files.
View 2 Replies View RelatedWhen I work on a site I need to identify several different situations and organizing those situations is getting hard, how do you do it?
The land usually has multiple soil types, a max of 4 types A, B, C, D
I also need to track the impervious, grass and tree areas going to an unknown number of outfalls
The impervious area can be broken down into structures, roadway, parking lots, sidewalks and other
Also you need to have this information for your existing conditions and your impervious conditions.
Usually I just delineate everything and hatch them with a layer like C-IMPV-A for proposed impervious soil type A
I have also tried creating parcels to represent the areas delineated, but when you get a couple hundred parcels it gets confusing.
When we try to open/save a file that was started in Land Desktop, we get significant performance slowdowns, lockups, and crashes in Civil 3D 2011. Most of these files only contain simple linework, labels, etc. (no Land Desktop surfaces, alignments, profiles created in project).
We've tested purge, purge regapps, audit, recover, Export to AutoCAD, and AECOBJEXPLODE (which produces errors). WBLOCK is not really an option in this case because we may have to reference multiple projects back to these original Land Desktop files.
I'd like to drive a parameter depending on the level of detail being shown. How can find which LOD is active within ilogic?
I'll use this for driving a weldment : when the weld is on the bead parameter = 6 when the weld is off the bead parameter = 0.1
I made a lake using lines set at different elevations to show depth, is there a way to calculate the volume of the lake in AutoCAD 2013 from just the line elevations and area without having to make the lines a solid surface
View 2 Replies View RelatedWhen I try to open a LDD file with C3D, the file locks up and won't open. It appears to happen only when the LDD file has an alignment defined.
View 8 Replies View RelatedI need to determine a limit of rock cut for a land development project. I have created surfaces for my Existing Grade and Top of Rock. Is there any way to determine the limit of rock cut within 25 ft of the existing ground, the volume of rock cut, and show the limit of rock cut on my plan view?
I could drop the Existing Grade elevations by 25 feet, but then how would I create a separate Surface from the intersection of the lowered Existing Grade surface and the Top of Rock Surface?
I am constructing a pipe (made up by sections) in Inventor. The pipe is going to be manufactured by cutting pieces of metal in a flow jet, roll them, and eventually weld them together.
I was wondering if it is possible to "unfold" the pipe sections to the plane, so I easily can see the cutting lines for the flowjet?
I had inserted a Land Desktop drawing containing points in to a C3D 2012 drawing. There was a small difference in coordinates. I used Autocad move and rotate to adjust. This was fine because I only needed a visual reference. Now someone wants the information and I need to convert the Aecc points to Civil cogo points.
The problem is that the convertldtpoints command doesn't use the location of the point marker as the coordinates for the converted points. It uses the Northing-Easting stored in the AECC_Point object. Those are the pre-adjustment coordinates.
Civil 3D 2012 SP 2.1
Dell Precision T7400
Xeon CPU 3.16 GHz
Nvidia Quadro FX 4600
12 GB RAM
Win 7 Pro, 64-bit
I'm using C3D 2013. I received a survey drawing (unknown version) from a third party. I tried both xref'ing and inserting as block into my drawing and it was over 7,100' SW from my site. BUT when I copy from 0,0,0 in his drawing and paste 0,0,0 in my drawing, it lands on my site. If I xref my drawing into his drawing, it lands on his survey information. Why doesn't his drawing land on my site when I xref or insert as block?
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