<I've been working on some sanitary drains recently, and I'm pretty familiar with calculating the drop across whatever distances I'm running. However what I'm curious about is why is there such big discrepancies between what everyone says is "standard"?>
Michael - It's all a relation between flow / pipe size / & velocity,
google for sewer sizing chart - look at:
Environmental Engineers' Handbook
by Béla G. Lipták - 1999 - Technology
a couple pages into the text you will find a self explanatory chart, the
only other thing of interest is an author's statement of 3-7fps
velocities , I seem to remember 2fps as OK
p.s. I found the identical chart in my old Fluor design guide - date: 1958
- not much changes in this industry - huh
Bruce R. Raymond
Senior Design Supervisor
Fluor
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[Non-text portions of this message have been removed] Received on Fri Feb 01 04:59:00 2008
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