AutoCAD Civil 3D :: Calculation Nodes Are Always Flooding
Nov 30, 2012I have trying to run lift station simulations and my calculation nodes are always flooding. They don't flood in real life so what could be a problem?
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AutoCAD Civil 3D :: Top Soil Calculation
May 15, 2012I have an existing contour surface. I would line to calculate the volume of topsoil which will be 300 mm following below the existing contours.
View 3 Replies View RelatedAutoCAD Civil 3D :: Using A Surface For Volume Calculation?
Sep 25, 2012I have run a volume between two surfaces, I need to further to break that new volume surface up to get volumes for each section. I know in microstation you can fence a volume surface and it will tell you the volume for that area. Is there a function in civil 3d that works like this. I know I can break it up manually and create new surfaces, I am looking for a time saving appoarch and trying to minimize file size.
View 2 Replies View RelatedAutoCAD Civil 3D :: Reservoir Volume Calculation
Jun 11, 2012I want to use 3D civil software to calculate the the reservoir volume from the attached micro seismic data.
View 7 Replies View RelatedAutoCAD Civil 3D :: Volume Dashboard Calculation
Sep 3, 2013volume dashboard on which method of calculating is based. Why sometime are different, huge differences between counting volume based in "computer materials" which of 3 is the best? for calculating? I am using very often average end area, is that correct?
View 2 Replies View RelatedAutoCAD Civil 3D :: Cut Fill Calculation Method
Jan 2, 2013I'm new in civil 3d road design so my question may be basic.when i prepare a corridor and proceed to get cut and fill it appears as zero.i think i made some mistake at a stage when in section line we decide surfaces..step wise from section line selection to cut/fill calculation also give me the general concept regarding selecting surfaces during cut/fill volume calculation?
View 5 Replies View RelatedAutoCAD Civil 3D :: Pond Volumes Calculation
Jul 24, 2013I 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 RelatedAutoCAD Civil 3D :: Surface And Volume Calculation
Nov 13, 2013I attach picture 1 and 2.
I need to create surface like this picture 2. I need crate surface by joining 1, 2, 3 like as picture 2 section, but when i crating surface its joining as picture.
This problem have been found . I created a tofo of the rock which rock is bend lower picture 2 section to calculate the volume i need the surface create like this.
AutoCAD Civil 3D :: Volume Calculation Of Dirt Excavation
Apr 14, 2013how to calc dirt quantities in Civil 3D. Not just on roads, but say you have a small mountain of dirt that needs to be hauled away, and the contractor asks if you can quickly tell him how much dirt is there. And subgrade quantities for pads. Things like that.
First off, I'd need to learn the correct terminology. Knowing what to call stuff can at least make you sound less stupid when you ask a question.
HP DV7 Laptop
Intel Core i7-3820QM 3rd Generation Quad Core 2.7 GHZ CPU
16 GB DDR3 RAM ( 2 DIMM ) / 180 GB SSD
Nvidia GeForce 650M Graphics w/2 GB Memory
Windows 7 Professional 64 bit / AutoCAD Civil 3D 2014
AutoCAD Civil 3D :: Hydraulic Calculation For Pressured Pipes?
Aug 4, 2012how can i do hydraulic calculation for pressured pipes using autocad civil 3d or by using any other autodesk application or extension
View 2 Replies View RelatedAutoCAD Civil 3D :: Hydrographs - Calculation Of Basin Slope
Feb 22, 2012In 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 RelatedAutoCAD Civil 3D :: Volume Calculation For Faces Object?
Jan 9, 2013I have a volume in my CAD file described by 3D Faces. Is there anyway to know what is the volume of this volume -that represents an open pit-?
Every time that I do a volume I do by the comparison of 2 surfaces but this is not the case now.
AutoCAD Civil 3D :: Stripping Calculation In Surfaces And Corridors
Aug 8, 2013I've recently started working with Civil2012/2013 (bit the bullet you might say).
I attended a course on civil about a year ago but it didn't cover all the bases.
My question: stripping calculation, is there a way fro civil to perform it automatically?
One way to calculate stripping (manually) is after i have all the tin volume surfaces, is to show the fill areas in the volume tables and then do the calculation myself.
AutoCAD Civil 3D :: Highlight And Get Area Calculation On Pressing Enter
Mar 1, 2012I am highlighting an area and at the last point where I press eneter expecting an area calculation, I get this message "specify next point or [A/L/U]; I don't want that I want the area
View 1 Replies View RelatedAutoCAD Civil 3D :: Volume Calculation Method - Cut And Fill Are Not Even Close?
Sep 4, 2012I'm to compare volumes in c3d to Inroads. My volumes are not matching ( cut and fill are not even close). Civil 3D uses the average end area and InRoads uses 'triangle method' to calculate the total volume. How can I get C3D volumes to match InRoads which is verified correct?
View 5 Replies View RelatedAutoCAD Civil 3D :: Calculate Area Using Polyline - Calculation Not In Square Feet?
Dec 16, 2013I was just wondering why when I try and calculate an area using a polyine, I am getting a readout of 1.80401967E+07, when I have it set to give me the calculation in square feet? It is an area of approx. 246 Acres.....is this because the area is so large? I am not sure what the "E" stands for or the "+07" at the end....
View 6 Replies View RelatedAutoCAD Civil 3D :: Minimum And Maximum Elevation In Volume Calculation Summary
Jun 30, 2012What 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 RelatedAutoCAD Civil 3D :: Drawing Lines Using Nodes
Oct 8, 2013If I draw lines between nodes and then list the lines it gives me slope distances. how can I set it to draw 2D lines but still have 3D nodes? I want my points to display the correct elevation but when I draw lines connecting them I want the line to be 2D so when I list them I get the correct bearing and a horizontal distance.
View 5 Replies View RelatedAutoCAD Civil 3D :: Nodes In Drawing Are 4 Feet Off
Nov 18, 2013I import a text file. I look at the coordinate list in the toolspace under the survey tab and the coordinates listed are correct. but the nodes in the drawing are 4 feet off.
View 5 Replies View RelatedPhotoshop :: Restoring Image Damaged By Flooding
Oct 22, 2013I am working on restoring an image damaged by flooding. All the surface damage appears to be in the blue channel. I know there is a way to replace the blue channel but can find no decent explanations on how to do it. I am working in PS CC.
View 3 Replies View RelatedAutoCAD Civil 3D :: Text Linetype Flips At Nodes
May 23, 2013I am using AutoCAD Civil 3D 2013 and just installed HotFix 3 (so I should be all up to speed). I have created a water linetype (---W---) and telephone linetype (---T---). The problem I am having is the 'W' and 'T' seem to flip at some of the nodes based on if the Polyline is going up or down (from left to right). When it is going up it displays right side up...going down it displays upside down. They are one single polyline with nodes.
I have tried REVERSE, PEDIT then Reverse, my linetype definition is set to U=0.0, but nothing has worked. I have redrawn other polylines and they all have the same issue.
Attached is a PDF of the polylines.
AutoCAD Civil 3D :: Difference Between Flooded And Surcharged Nodes
Aug 19, 2013difference (and the utility) for displaying a flooded (blue) and a surcharged (red) node? I assume that the surcharged (red) node is when water is bubbling out of the grate, what is the flooded node, and when would I want to check on the flooded nodes?
Civil 3D 2013 SP1, Win 7-64 bit
12GB RAM
AutoCAD Civil 3D :: Updating Linework After Rotating Points / Nodes
Nov 25, 2013I imported survey data and had auto lines drawn. then I rotated my points/nodes. -- how do i get my linework to update?
View 4 Replies View RelatedAutoCAD Civil 3D :: Moving Survey Points (nodes) Generated By TXT File
Jul 27, 2012My surveyor gave me a topo survey done in no particular coordinate system. He set up his total station on a PK nail and gave it a coordiante of (5000, 5000, 100). I used this survey to generate a surface.
I also have a site survey of the same site, done in state plane coordinate system. the two surveys have mulitple common points; pk nails, iron pins ect.
What i need to do is move the points for the topo survey over to the survey that is in state plane. A simple move command will not do this.
How do i go about moving these points to thier correct location without having to manually edit the .txt file?
AutoCAD Civil 3D :: Adding Sanitary Sewer Flows To Nodes From Spreadsheet
Dec 12, 2012I have a master plan development that I am trying to model different wastewater flows scenerios for I am basically following this paper from AU 2011 [URL] but have a couple of issues I am trying to work around.
Basically I want to take a spreadsheet of flows determined for specific nodes and upload it into SSA quickly from the paper
I can see that you can write a shp file of the network and then add different flow scenerios to the .dbf file and them use the GIS import function of SSA to get the flows assigned in one hit.
The issue I have however is that my network is a prelimary design in Civil3d as pipes and structures and if I create a .sdf of the network and then.shps from that data I do not get the structure sump elevations, this is not something that created in the shp file export process,
To work around this I through maybe I could export the network from Cicil3d to SAA which gies me all the strucutres with the correct sump levels and then also create a .shp and .dbf file and add the flows and them do a GIS import of just the structures and merge them with the exisiting network as the structure names as exactly the same and therefore the gis import should find the correct structures.
However SSA does not and adds a second lot of nodes with the same structure name but with Junction in the front.
AutoCad :: Doing Calculation Within A Command
Apr 11, 2013When I used earlier versions of Acad I used to be able to do a calculation within a command. Like if I wanted to offset something equally on each side of a mid-point I could start the offset command then for distance I could put in the distance I wanted/2 (ie if the total distance between the 2 lines needed to be 85.375 i I could do 87.357/2). Is there some setting that I am missing or is this something that has disappeared from Acad?
View 3 Replies View RelatedAutoCAD .NET :: Point Calculation From Xreference
Sep 6, 2011I have a point from an xref and I need to find the corresponding point in the current CAD file.
The xref is offset from 0,0,0 and rotated in and from the XY plane.
I have the original point and the xreferences attachment point and normal and rotation but my calculations always come up with an error.
AutoCad :: Block Attribute Calculation
Oct 2, 2013I have a requirement to create a block with a few attributes, but the attributes require a bit of composition behind the scenes. Here's an abstract example.
I need a block that represents a computer's identity. Each computer has 2 references that need to result in attributes that I can extract. One attribute is a unique reference across the project, and the other attribute is a room reference, and many computers can be in the same room.
Here are some example references.
Computer A
Unique Reference: DF.SALES.01
Room Reference: DG.SALES.07
Computer B
Unique Reference: DF.SALES.02
Room Reference: DG.SALES.07
Computer C
Unique Reference: DF.SALES.03
Room Reference: DG.SALES.07
Computer D
Unique Reference: DF.ADMINISTRATION.01
Room Reference: DG.ADMINISTRATION.02
Computer E
Unique Reference: DF.ADMINISTRATION.02
Room Reference: DG.ADMINISTRATION.02
As you can see from the above, the 'common' part for a computer is the middle 'SALES' or 'ADMINISTRATION' part, which 'technically' only needs to be put in/typed in by the user once for each computer. I need to automate this process to reduce user input error, such that they only enter 'SALES' or 'ADMINISTRATION' once and don't end up creating the below, which would be invalid.
Computer F
Unique Reference: DF.RECEPTION.09
Room Reference: DG.SALES.07
Thus I imagine I need a third property/field/attribute to specify 'room', and then formulate the Unique Reference and Room References, using this 'room' part in the middle.
The end goal here is that I need to be able to extract the above two references for each 'computer/block' and get them into Excel, and I need to be able to modify the 3 properties (room, unique reference and room reference) quickly, ideally using something like EATTEDIT, which is how we have edited attributes in the past.
The use case above is abstracted, it's actually not for computers at all but I figured it would make more sense than complicating it with the actual application!
AutoCad :: How To Use Area Calculation Tool
Apr 29, 2013I don't use the area calculation tool that much. I was just working out a large area for concrete. I use TOOLS - INQUIRY - AREA. Thats all fine and it gives me the area, for instance, to keep it simple 4900 x 9000 = 44.10m² AutoCad displays it as 44100000. I know it's not a major problem, but is there anyway I can get it to display as 44.10 or at least lose all the zeros.
View 9 Replies View RelatedAutoCAD Inventor :: Calculation Of Safety Factor
Dec 29, 2011In the attached report, safety factor is se to calculate from ultimate tensile stress (485 MPa), and it indicates 1.33 with stresses:
Von-Mises: 323 MPa..............SF = 1.5
1st principal: 303 MPa.............SF = 1.6
2nd principal: -181.2 MPa....... SF =2.67
So, how is inventor getting 1.33 ?
EDIT: if I set it to calculate from yield ( 260 MPa) it accurately reports SF = 260/323=0.8
EDIT: added part file
AutoCAD LT :: Area Calculation For Square Footage?
Sep 11, 2012how the area calculation works for finding the square footage of a dwg.
I can easily get a rough estimate of square footage on L X W....but when i use the area measuring tool, i get total inches and a total sq foot estimate of 1.7xxxxx which i don't understand.