I have created a surface from contours for a tank containment area. I need the volume up to a certain elevation. The results i am getting have some fill volume and some cut volume..
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I'm getting a zero elevation for the surface I create when I compare surfaces to get volumes. What am I missing?
View 9 Replies View RelatedI 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 RelatedHow to get the Volume Elevation Table masking to work?
I can only get the Title to work correctly - everything else plots as a black blob if Fill is on. With Fill off - there is no mask.
What do the data in the summary of volume calculation mean? In LDD, typically the minimum and maximum elevations are within the range of elevations where the volume is being analyzed. In my current vol calc summary it shows something that really makes me frown, e.g, min elev of -26.00 and max elev of 752. I have checked all the proposed elevations and the minimum is 720.
View 9 Replies View RelatedI am working on a large park project. I have a proposed and existing surface. I have created a volume surface to show elevation banding with cut and fill ranges. I need to create a drawing for someone who doesn't have civil 3d showing all the "cut" areas. They really want a boundary of hatch. What is the best way to do this after I change my analysis to -30 feet cut to 0 feet cut.
View 9 Replies View RelatedIs 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.
I'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 RelatedI 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.
View 3 Replies View RelatedWhen 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
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.
View 3 Replies View RelatedI'm no longer able to control the PP (monitor) volume using my computer volume controls. I've always controlled the monitor volume using my computer volume levels, but starting today, that has changed.
The volume is just playing at the level recorded with no way for me to turn down or up.I performed a disc repair and that didn't solve the problem.
I work for a sand and gravel company, we just upgraded to C3D 2009, and still fairly new at it.. I created a surface using current and final topography to determine how much material will be mined/stripped..
I would like to take advantage of the 3D capabilities and create a 3D view of the material that will be removed.. Am I using the correct function by creating a "TIN Volume Surface" to show material mined in 3D??
(i.e. I picture it like a Peanut, where I have the bottom and top shell, but would like to see the actual nut in 3D.. )
calculate the volume.I attached here my dwg file. I never done this before and I want to know the correct answer when I want my land to be levelled at 6m.How much volume to fill and the land to be removed.
View 9 Replies View Relatedi have a project that needs to get the volume of the certain of the hull of a boat. from 2D i use align command to get the 3D form of the hull. then i to get the shape/surface i use loft command. i am doing it right? but from the moment i tried to get the volume using massprop command it says, "no solid or region selected" see attached picture. and also as i tried to use the m2s.lsp it says "not a polygon mesh". the non-coplanar thing i always encounter. can you teach me step by step to get the volume of the hull?
View 8 Replies View Relatedi'm jumping into 3d late in life...playing with volumes. i've created surfaces from aerial surveys and have saved the surfaces as separate files. i would now like to run volumes of the two as they represent the same quarry site from different years. it appears (?) i need to have both surfaces listed in prospector to run volumes. each separate file has its own surface listed. question...how do i get (import?) the second surface drawing into one of the files so i have both listed and can run volumes? i see where i can create a surface from importing a .tin file...but i don't see how to export the surface as a .tin file.
View 4 Replies View RelatedI have an existing survey surface, and I want to know how much cubic yard of materials to fill up from the bottom to elevation 876. See attached image for detail. Here is what i am going to do....
- i will create a surface of the fill area (from bottom cotours up to el 876) then do a volume surface bwt existing ground surface and the new fill area surface to get the volume of it? Is this a right way to do?
With Inventor 2013 , user can view iProperties > Physical > Volume. After UPDATE is clicked, the application seems to recalucate and display mass information. How do I accomplish this task with API? I tried looping through all Occurrence objects, then access MassProperties.Volume, but the numbers do not match what I got from the Inventor application. The API seems to give me the Volume before the model construction (add parts, extrusions etc.) I need volumes after the final assembly.
View 2 Replies View RelatedThere are points in different levels i wanna make the surfer with this points and project the surfer on the down surfer(that makes with other points) after that make an enclosed Volume and finally Calculate the Volume between this 2 surfer. How its possible to Calculate?
View 8 Replies View RelatedI am using C3D 13 and have created a surface using points that were shot on a 50' grid. Now I am looking for the easy button to get a volume.
View 3 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 am currently still using AutoCAD version 2006. I have two lines with different Z coordinates. Is there a way to calculate volume in a basin?
View 3 Replies View RelatedI'd like to do a grading in order to get a volume of earth work needed. It's a very easy proposed surface, but I've never done a grading before. I have a surface that is basically a football field that is graded from one end zone to the other with a slight uphill grade. At the end of the uphill grade is a berm the length of the endzone. That berm needs to be higher, and the uphill grade from endzone to the other endzone needs to be flatter. The dirt that comes out of the flattening will be pushed up on top of the berm on the opposite endzone to make the berm taller.
The new surface should start at existing grade on the low endzone, go on .10% up to the other goaline, then on a 2:1 up to 24 ft above the low endzone elevation. Think of a firing range where you shoot from the low endzone into a berm on the far endzone. The berm isn't tall enough, so they need to find dirt from the surface to put on top of the berm.
I am trying to calculate muck away for work, and I have drawn the site plan in millimetres for accuracy. However when I try to calculate the volume I get this value: 3.6293E+12. I am guessing that it is saying this due to the fact its in millimetres, and I am trying to calculate a large area and convert in into metres squared. What this value means?
View 1 Replies View RelatedI am using C3D 2012 and i know how to create a table showing volumes for different elevation ranges with different colours, but how to show the total cut or fill for the volume surface in the same table so that you dont have to manually add up all of the cuts or fills? or have to display only two ranges?
View 1 Replies View RelatedI have a couple of questions regarding surface volumes/analysis in Civil 3D 2014. First, there used to be a way to determine the volume between two surfaces without creating a volume surface. The command is _AeccReportSurfaceVolume, but I can't find it on the ribbons in 2014 to save my life. Do I need to create a new button myself?
Second, and more important, dealing with the elevation analysis in 2014, and noticed that the colors reset anytime that the volume surface is rebuilt? It has always been annoying not to save a color scheme, but at least once you had set it up, the colors stayed as the surface changed. Is there a new setting that I am missing, or is this just a glitch with 2014?
Within my road corridor, I have one section where the excavated material cannot be used as fill elsewhere. I see a place where I can specify a factor for reusable volume when I compute earthwork materials. But it looks like I can only use 1 factor for the whole corridor. Is there a way to say from Sta XX+XX to Sta XX+XX the reusable fill factor is 0, but the rest of the project it is something else?
All I can think to do is copy the quantity report to Excel and manually change the reusable volume in that station range to 0. But, since the report comes in as just numbers (no formulas), I then have to enter all the formulas to recalculate the volumes.
I have a large 200+ acre site that I have created a volume surface and analyzed it using the elevation banding with color to show different levels of cut and fill. The owner has broken this area into 10 different irregular zones. Is there a way to do the elevation banding of a volume surface and have it color the individual parcels. They don't all have to be at once. I can do each one at a time and PDF the drawing.
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