Results 1 to 6 of 6

Thread: Composite Volume Error?

  1. #1
    100 Club Phil Ferguson's Avatar
    Join Date
    2002-08
    Location
    Buckeye State
    Posts
    137

    Default Composite Volume Error?

    Any suggestions?

    Same stratum...same site...

    Composite volume shows 62810 cy cut...106937 cy fill

    Grid volume shows 62851 cy cut...83807 cy fill (grid is set up with m & n value = 1)

    I'm not finding any holes or spikes in the surfaces

    I expect there to be some difference between them, but this is not what I expected.


    LDT 2004-sp1

  2. #2
    AUGI Addict
    Join Date
    2001-10
    Location
    Arizona
    Posts
    2,337

    Default Re: Composite Volume Error?

    Go to surface display Slope Banding 2d solids
    and have it do say 7 slope ranges.

    I suspect that you will find vertical faces in your
    model are the cause of the problem.

    That or re-run the data with a much smaller grid size and
    see if they do not come into closer agreement with each
    other.

    Or set the volume surface current and generate contours and look to see if they make sense
    NOTE the contoures will be 'relative' not actual elevations.
    So a 1 foot fill will be the 1' contour line......
    Be your Best,


    Michael Farrell


    www.primeservicesglobal.com

  3. #3
    100 Club Phil Ferguson's Avatar
    Join Date
    2002-08
    Location
    Buckeye State
    Posts
    137

    Default Re: Composite Volume Error?

    Quote Originally Posted by mjfarrell
    Go to surface display Slope Banding 2d solids
    and have it do say 7 slope ranges.

    I suspect that you will find vertical faces in your
    model are the cause of the problem.

    That or re-run the data with a much smaller grid size and
    see if they do not come into closer agreement with each
    other.

    Or set the volume surface current and generate contours and look to see if they make sense
    NOTE the contoures will be 'relative' not actual elevations.
    So a 1 foot fill will be the 1' contour line......

    I imported the grid of 3d polylines for the composite volume surface. You were right, there are spikes.

    I didn't notice before, the maximum elevation in the volume surface statistics is 803 (a bit excessive). How would you go about getting rid of the vertical faces?

  4. #4
    Civil Engineering Moderator MHultgren's Avatar
    Join Date
    2000-12
    Location
    Clyde, NC - USA
    Posts
    1,381

    Default Re: Composite Volume Error?

    If you have breaklines defined, you can edit\redefine them. If not, edit the triangles or try swapping the triangle faces and see if that helps get rid of the spikes. If the surface is created using points, check the point elevations. It all depends on how the surfaces were created, garding objects can be manipulated , points can be editted, or breaklines modified or replaced. Then rebuild and make sure the Apply Edit History box is checked.
    Last edited by MHultgren; 2004-09-17 at 06:37 PM.
    Mark Hultgren
    Just a Lurker
    http://www.MKW-Ind.com
    Blog
    Socializing??

  5. #5
    AUGI Addict
    Join Date
    2001-10
    Location
    Arizona
    Posts
    2,337

    Default Re: Composite Volume Error?

    this is what I expected

    I don't want to throw a 'shot gun' approach
    to this. Why? Because this IS an engineering
    design, and I would rather have the user contact me
    off-forum so that we can discuss actual project
    constraints and how that may impact any of the
    corrective actions required to 'fix' this problem.

    Sending user contact information in Private Message....
    hold on Paul help is on the way!!!!
    Be your Best,


    Michael Farrell


    www.primeservicesglobal.com

  6. #6
    AUGI Addict
    Join Date
    2001-10
    Location
    Arizona
    Posts
    2,337

    Default Re: Composite Volume Error?

    The users results of importing the 3d faces for his volume surface reveal a SPIKE.
    This spike in the volume data is most probably the result of the Exisitng ground model having a 'hole' in it, thus cuasing the unusually large volume of fill as reported when he calculates his site volumes...

    The solution is to rebuild the exisitng ground model and avoid using any edit methods that would recreate the hole, and then use this un-holy surface in the strata definition to re-calculate
    the site volumes.
    Last edited by mjfarrell; 2004-09-17 at 07:27 PM.
    Be your Best,


    Michael Farrell


    www.primeservicesglobal.com

Similar Threads

  1. Composite volume versus grid surface volume calculations
    By rschaff in forum AutoCAD Civil 3D - Grading
    Replies: 2
    Last Post: 2011-10-04, 04:20 PM
  2. Composite Walls
    By xiqx in forum Revit Architecture - General
    Replies: 5
    Last Post: 2011-02-07, 03:41 PM
  3. Composite Beams
    By angel.247184 in forum Robot Structural Analysis
    Replies: 2
    Last Post: 2010-06-02, 08:23 PM
  4. Composite walls
    By Galadriel in forum Revit Structure - General
    Replies: 2
    Last Post: 2010-01-06, 06:13 PM

Posting Permissions

  • You may not post new threads
  • You may not post replies
  • You may not post attachments
  • You may not edit your posts
  •