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Re: Water lines [Re: Pawnee] #7037355
11/03/20 10:00 PM
11/03/20 10:00 PM
Joined: Sep 2012
Posts: 7,240
West Michigan
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Getting There Offline
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Getting There  Offline
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Joined: Sep 2012
Posts: 7,240
West Michigan
Originally Posted by Pawnee
I spend a lot of days installing water lines and repairing them. We have miles and miles on ground we own. Sch 40 1 1/4 is best for long runs. I run 1 1/4-1 1/2 on almost ever line I install. You never know what you will need down the road so bigger is better.


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U.S. Army 60-63 SGT.
Re: Water lines [Re: Michael Lippold] #7037433
11/03/20 10:46 PM
11/03/20 10:46 PM
Joined: Jul 2009
Posts: 2,462
Oregon
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H2ORat Offline
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Joined: Jul 2009
Posts: 2,462
Oregon
Don't forget to include elevations in your figuring -- you gain app 1/2 a psi per foot of elevation going down hill and lose it going up. for stock watering i usually figure about 5 gpm ( if in doubt figure higher) and look up the friction loss chart for the pipe size and type you are looking at using, you will never be sorry running a size bigger pipe than you think you need. Also don't forget to allow for Fitting losses ( elbows and tees). I would not use less than schedule 40 pipe or pex. go one size larger on the pex to make up for the difference in the insdie diameter. I can run the figures for you or double check your figures if you would like. When reading the friction loss charts make sure that you are reading in psi or feet of head because that will be alot different. 2.31 ft equals 1 psi, 1psi equals .434 ft of head. davem

Re: Water lines [Re: Michael Lippold] #7037473
11/03/20 11:12 PM
11/03/20 11:12 PM
Joined: Jan 2014
Posts: 2,110
NW MO
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TurkeyTime Offline
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TurkeyTime  Offline
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Joined: Jan 2014
Posts: 2,110
NW MO
Lugnut, JT, and Bob= my advice.

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