AutoCad 3D :: Calculating Volume In A Basin?
Dec 23, 2013I 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 RepliesI 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 RepliesI want to know if it is possible to calculate the water displacement volume of an assembly if it were immersed in water.
In other words, I want to create a file in which ALL hollow spaces inside structural members, valves, pipework etc are assumed to be solid so that when that assembly is dropped in water, the total volume of water being displaced will be equal to the iProperty value for volume. I know its possible to hole patch when creating a shrinkwrap, but this is only effective for 'circular' hollow spaces and does not fill obscure or rectangular shaped empty volumes.
I've been learning civil3d for some time now and I really want to understand how the program calculates volumes from road corridors.
When the top code is used to create surface from a road corridor, the created surface coincides with the top of the road pavement (binder/wearing course), which is not part of earthworks.
How can I create a surface at the formation level so as to compute actual earthworks?
I have create my surfaces and now need a volume between to two surfaces. I created the surface by using the Surface/Create TIN Surface tool for both my OG and the surface after material has been imported. I have gone to the volume dashboard and it will not let me add existing surface. How do I calculate the volume?
View 3 Replies View RelatedIn hydrographs, SCS method, the basin slope is needed for the the calculation of the time of concentration. What is the method for the calculation for the basin slope ? If we have a 3D surface is there a tool in autocad to calculate that automatically?
View 3 Replies View Relatedhow to use daylight basin, for creating ditch
View 3 Replies View Relatedbelow is a portion of a profile i am working that shows the bottom of the catch basins not at the correct elevation the correct elevation is at the pipe invert the dashed line by checking the structure properties the cb are at the inverts are correct but the actual drawing is not shown correctly.
View 9 Replies View RelatedWhen i am laying out a storm sewer pipe network with structure sizes that vary i notice no matter what the structure size it always appears the same size in plan view. How to fix this or is this one of those things that its always shown the same size for all and only different in profile view.
View 2 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'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.
how to Translate WCS coordinates to PSDCS? where can find the C# code?
View 2 Replies View RelatedA question regarding converting angles between co-ordinate systems in AutoCAD .NET.
Im creating my first little utility to form selected block attribute references into a nice neat list. The current version takes a selection of blocks and a list insert location and then moves the attribute references to the location and rotates them to WCS angle of 0.
I now want to expand the program to make it a little more flexible and allow you to form the list parallel to the currently selected UCS x axis (the i.e. and angle of 0 in relation to current ucs's).
I have managed bumble my way through and transform the attribute positions correctly to form a list relative to the current UCS but am strugling on how to work out in code what the equivlanent WCS angle value would be.
I have done some calcs using .net framework to calculate an angle between two vectors (see code extract below). But this introduces a small error into the angles (i.e. if my ucs is set rotated 45 degrees around the zed and i use the below maths, the resulatant angle is 45.0000002 when read in acad afterwards).
Matrix3d ucsCur = ed.CurrentUserCoordinateSystem;
CoordinateSystem3d cs = ucsCur.CoordinateSystem3d;
// the below seems to work by calugulating the angle between two vetrex using .net maths class but this introduce a small accuracy error. Is there a better way?
Double rotAngle = Math.Acos((1 * cs.Xaxis.X) + (0 * cs.Xaxis.Y) + (0 * cs.Xaxis.Z));
//set the attribute reference rotation to the calculated WCS radian rotation value "rotAngle"
attRef.Rotation = rotAngle;
Im sure there is a better way built into the managed autocad wrapper using a tranform matix and the ucs vertex information but dont really know how to go about it. Any links explaining how to work with the UCS in .net.
i have 3 known points, and i know they are 3 of the 4 corners of a square, how do i calculate the 4th? these points are on a skewed square, where the square has been rotated in the x axis and then rotated in the z axis. It must be simple geometry, but i cant see it.
View 4 Replies View RelatedAny good tips when it comes to calculating the area of a floor plan? You are supposed to start measuring from the outermost part of the walls, but when I do that I run into trouble with the porch on the bottom of the drawing and the room on top left.
The problems are basically that the porch is not supposed to be included in the total area, and in the room on the top I end up measuring a small area twice if I start my measuring from the outermost part of the walls. This is not very well explained but I've drawn two red lines on the drawing to try to show where the problem areas are.
When I am trying to calculate area, i got wrong answer. At very first i thought it calculates area with inches (iam in metric sys), but then i checked options and its answer should be in mm, but I am getting wrong answer. In my object (which is rectangular) there's many other things, like hatch, buildings and so on. Maybe this can abstract for direct answer, because when i draw just a simple square or rectangle.
View 9 Replies View RelatedA fundamental question that comes across regularly is calculating values for offset distances, move, radii, etc. If I want to calculate a value of .5 the interface does not accept 1/2 as a valid entry.
View 7 Replies View RelatedLisp for calculating the sum of blocks? So if I was to create a block to represent trees in plan for example, I could automatically tally the number of trees.
View 9 Replies View RelatedMy background is actually in Microstation (mainly 2D). I was asked if I could calculate the cut and fill between two topo surfaces. Unfortunately, I don't have the files yet but I will eventually receive them. When I do, what would be the correct method to achieve this task?
View 3 Replies View RelatedWe 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 RelatedHow I can calculate my area for different slope regions?
View 7 Replies View RelatedI would like to find the actual weight of a part in pounds.
I have attached one of the parts I would like to know the total pounds or ounces for. I’m using a specific material that I set in the Physical tab of iProperties.
Version = Inventor Pro 2009
I have a building like this and it has a lot of windows.
I know how to calculate an individual window area by using 'area' or 'ls' command. But this is just partial drawing and the whole building has hundreds of windows and it will take forever to calculate one by one and add them together to get the total area. Is there any way to get the whole area easily?
windows are just rectangles (and solid hatch inside the rectangle).
Any quick way of calculating average Parcel Area? I used to export to LandXML and do an area report in CSV. That doesn't seem to be working for me when I export out of C3D 2012.
The workaround I found was to select all the parcels in Prospector, copy to clip board, paste in excel, find and replace "_Sq. Ft._" with 0, then do the average.
When using the rectangular tool how do i calculate equal distances between each Fin.The picture shows 11 Fins but they are not equal distances between each Fin which causes the Fins to be higher on the right side.Which formula / calculation do i need to use in Rectangle Tool to produce equal distances between each fin and therefore the 1st and 11th fin are in the same position on each side of the cylinder.Using Inventor 2012
View 9 Replies View RelatedI want to calculate aurface area of iparts automatically. there are about 100 ipatrs and i want to find surface area of each ipart. is there any way that i just click the desired surface and its area is written in some file so that i can just go to the next ipart click the desired surface and its area is written automatically on some file.
Is there some option in inventor to define macro for it coz i hav no knowledge of defining macros.
I am electrical engineer and I have little experience with autocad . How can I calculate the number of acertain block in a 2D plan , such as the number of electrical socket in abig plan with autocad 2010
View 2 Replies View RelatedHow to calculate the three-dimensional surface area of a revolved arch (such as attached file) by autocad 2007? such as an irregular dome.
Which software can do the job? Autocad or Matlab software or .....