12d Model

Oh of course, appreciate for clearing that up Owen.

Hello, just a quick question.

When modeling a pipe network say, with an inlet at the top of the network with a few manholes downstream of the inlet, assuming uniform pipe size. The documentation mentions 'pipe flow' solely as directly from the Rational method and yet 12d is applying a loss factor ...

I appreciate the response, Owen.

Thanks for clarifying that, those resources helped. To answer your question: it is above the obvert. Changing it to Coleman made it more realistic.

I am not authorised to access the link you sent, however: "viewtopic.php?f=7&t=984."

Thanks again,
Brett

I'm noticing that when running the storm analysis for a pipe system. Sometimes the pit HGL level is above the D/S pipe HGL. Is this because the HGL line in the pit is the expected water level - not the actual HGL? I noticed that it is mentioned that's the case back in the 2007 model. Is this still ...

Ahh, cheers for that, appreciate the help.

Thanks

Hello, just a quick question.

Is there a way that allows me to plot an upright say a certain offset from the centreline?

Thanks,
Brett

Good morning all,

I'm trying to model in (12d Version 11) three pipes going into one manhole and when trying to run a storm analysis I'm getting an error mentioning that it isn't a unique pit name for that particular manhole.

The two pits in the error message (both the same name) mentioned have ...