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Calculating Volumes between 2 elevations

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Message 1 of 11
martin888888
2869 Views, 10 Replies

Calculating Volumes between 2 elevations

We 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), see attached.  Is there an easy way to do this?  A template was not used to create the channel surface, breaklines and gradings were used.

10 REPLIES 10
Message 2 of 11
neilyj666
in reply to: martin888888

I presume that the sand is between 300 and 310 but that the channel section varies in level along the channel?

neilyj (No connection with Autodesk other than using the products in the real world)
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Message 3 of 11
martin888888
in reply to: neilyj666

Thanks for responding. Yes, the sand elevation is between 300 and 310. And the channel section varies quite a bit along the alignment. We have 7 different cross sections and the bottom does vary in elevation.

What I did was cut a bunch of sections and just get an estimate that way but there has to be a better way to do this.
Message 4 of 11
neilyj666
in reply to: martin888888

A bit busy to look at this in any detail and I'm not sure its a one step calculation but two thoughts

1. Would the stage storage options work for you - I'm not sure how this works so can't offer any more on this method.

2. Could you create a hybrid channel defined by the 300 and 310 contours or create two planes at 300 and 310 and then calculate the volumes?

neilyj (No connection with Autodesk other than using the products in the real world)
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AEC Collection 2024 UKIE (mainly Civil 3D UKIE and IW)
Win 11 Pro x64, 1Tb Primary SSD, 1Tb Secondary SSD
64Gb RAM Intel(R) Xeon(R) W-11855M CPU @ 3.2GHz
NVIDIA RTX A5000 16Gb, Dual 27" Monitor, Dell Inspiron 7760
Message 5 of 11
fcernst
in reply to: martin888888

Use a Corridor.

 

300 = Datum surface, 310 = FG surface and compute volumes. Use flat daylight slopes or extract the 300 and 310 contours to be used as outer Targets.



Fred Ernst, PE
C3D 2024
Ernst Engineering
www.ernstengineering.com
Message 6 of 11
NMRollo
in reply to: martin888888

 

Create plane surfaces that extend beyound your channel at elevation 310 and 300.

 

Paste FG surface to 310 surface (FG/310 compiled)

 

 

Create TIN volume surface  with the FG/310 compiled as the base surface and the 300 plane as the comparison surface

 

 

Voila.

 

EDIT: ALL WRONG. SEE NEXT POST

C3D 2012 SP4
Win 7 64 i5
8GB RAM Quadro FX 1800
Message 7 of 11
NMRollo
in reply to: NMRollo

Sorry Martin. I messed that up.Man Mad

 

Try this.

 

Create plane surfaces as previously suggested.

 

Create TIN volume surface "1" from FG and 310

 

Create TIN volume surface "2" from FG and 300

 

Volume of sand = Volume from "1" - Volume from "2"

C3D 2012 SP4
Win 7 64 i5
8GB RAM Quadro FX 1800
Message 8 of 11
troma
in reply to: NMRollo

I think this is the easiest way. But be careful; don't look at the NET volume. You only want to look at the FILL from FG to 310, and the FILL from FG to 300. The CUT represents the area where the 'plane surface' is below FG (i.e. extended out further than necessary) and should be ignored.

Mark Green

Working on Civil 3D in Canada

Message 9 of 11
fcernst
in reply to: martin888888

Typically on longitudinal projects like channels and roads, the team wants to see volume info per station. Like this:

 

Capture9.JPG



Fred Ernst, PE
C3D 2024
Ernst Engineering
www.ernstengineering.com
Message 10 of 11
martin888888
in reply to: troma

Thank You - That worked great.

Message 11 of 11

Iwant to how can I calculate volume between 2 surfaces

 

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