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pipe trouble on a friday afternoon

7 REPLIES 7
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Message 1 of 8
Hidden_Brain
473 Views, 7 Replies

pipe trouble on a friday afternoon

can someone please set me straight on this one? please see attached screenshots. i have the upstream structure rim elevation at 33.4. i want the outgoing pipe to have a 1m cover, so i have the pipe start crown elevation at 32.4 (33.4-1). i have a 300 mm pipe with a 7 mm wall thickness. i also have a 0.3m sump for the structure.

 

so, the invert out of my pipe should be

= rim-cover-top pipe thickness-inner diamater

=33.4-1-0.07-0.3=32.03

Civil 3D reports it as 32.1 (33.4-1-0.3)

 

the sump elevation of my structure should be

=rim-cover-top pipe thickness-inner diameter-bottom pipe thickness-sump depth

=33.4-1-0.07-0.3-0.07-0.3 = 31.66

Civil 3D calculates it as 31.8 (33.4-1-0.3-0.3)  

 

it seems like it is neglecting the pipe wall thickness (7mm) in both cases. why would it do that? am i missing the obvious? running Civil 3D 2011 SP1 on a Win 7 64 bit desktop with 8 GB RAM. any insight is very appreciated.                                                        

7 REPLIES 7
Message 2 of 8
Neilw_05
in reply to: Hidden_Brain

I can't say whether C3D is designed to consider pipe wall thickness, but I have to ask, what is the scenario that requires the depth to be within a tolerance of the pipe wall thickness (i.e. 7 mm in your example)? Can anyone build it that close?

Neil Wilson (a.k.a. neilw)
AEC Collection/C3D 2024, LDT 2004, Power Civil v8i SS1
WIN 10 64 PRO

http://www.sec-landmgt.com
Message 3 of 8
Hidden_Brain
in reply to: Neilw_05

good point Neil. i would still like to know if Civil 3D considers the pipe wall thickness or not, or if i am actually doing something wrong in my workflow.

Message 4 of 8
g_k50
in reply to: Hidden_Brain

Consider that the pipe crown is the inside top of the pipe and not the outside top of the pipe.

Message 5 of 8
Hidden_Brain
in reply to: g_k50

g_k50,

i am not sure if i am following you. are you saying that Civil 3D treats the inside top as the pipe crown, or are you suggesting that i use the pipe inside top as the crown for my calculations? is that the right approach?

<<editing the original message to make it easier to read>>

in my example:

rim=33.4

desired cover = 1

desired sump depth=0.3

in the pipe properties, i type in my desired start crown as 32.4 (=33.4-1)

based on this, civil 3d should calculate the start invert as 32.4-0.07-0.3= 32.03. it actually calculates as 32.4-0.3= 32.1 (ignores wall thickness). 

the correct elevation for my structure sump should be= 32.03-0.3= 31.73

civil 3d calculates the sump elev as=32.1-0.3= 31.8. again, not quite correct because it ignored the wall thickness previously. 

am i getting the concept right? can others please weigh in?

Message 6 of 8

Not to be rude, but your numbers aren't right.

 

7mm = 0.007 not 0.07

 

So pipe invert = 33.4-1-0.007-0.3 = 32.093 (if rounding is 1 decimal place then 32.1)

 

and sump elevation of structure = 33.4-1-0.007-0.3-0.007-0.3 = 31.786 (if rounding is 1 decimal place then 31.8)

 

 



If a post provides a fix for your issue, click on "Accept as Solution" to help other users find solutions to problems they might have that are similar to yours.

Andrew Puller
Maitland, NSW, Australia
Windows 10 Enterprise 64bit
Intel core i7 11800 @ 2.30 GHz with 32GB Ram
Civil 3d 2021
Message 7 of 8

oh well, this is embarrassing....lol!

i cannot believe i had that math wrong (0.007)!!! you were not rude at all Andrew, instead very helpful. thanks so much for steering me in the right direction. now i can get back to enjoying my weekend Smiley Very Happy

Message 8 of 8
Neilw_05
in reply to: Hidden_Brain

For those of us who work in imperial units, 7mm/25.4 mm/in=.2755in/12 = .023 ft. A very small tolerance indeed.

Neil Wilson (a.k.a. neilw)
AEC Collection/C3D 2024, LDT 2004, Power Civil v8i SS1
WIN 10 64 PRO

http://www.sec-landmgt.com

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