Also, I'll be needing to lift the water a couple feet. The pool will be sunk 3 feet into the ground with the Hayward skimmer attached. Once piped I think the output from the skimmer will be a couple of feet below ground and need to come up to the pump.
It’s the height of the pump inlet above the water surface level that matters; not how far down the suction is.
The pool could be 100 feet deep and if you were pulling from 100 feet down from the main drain, it would not make any difference from pulling from 50 feet deep or 10 feet deep or 1 foot deep.
The only thing that matters is the height of the pump inlet above the surface of the water.
Make sure to get a self priming pump.
Also I'm using (or planning to use) 1.5" PVC. @JamesW mentioned 2"; why? Wouldn't that decrease the flow rate and require a more powerful pump?
The size of the pipe reduces the restriction. So, bigger is better.
For example, if you wanted a flow rate of 40 gpm through 100 feet of pipe and you used 1.5” pipe, the velocity would be 6.31 ft/sec. and the head loss would be 10.2 feet.
If the pipe was 2” PVC, the velocity would be 3.83 ft/sec and the head loss would be 3.0 feet.
The distance is irrelevant as long as you use the correct size pipe.
For example, at 40 gpm, if the system was 1,000 feet away, you could use 3.3” diameter pipe to get the same resistance as 2” pipe at 100 feet.
If the system was 10,000 feet away, you could use 5.3” diameter pipe to get the same resistance as 2” pipe at 100 feet.
If the system was 100,000 feet (18.9 miles) away, you could use 8.5” diameter pipe to get the same resistance as 2” pipe at 100 feet.
There would be 294,779 gallons in a 8.5" PVC pipe at 100,000 feet long.
You could put the pump and filter in China if you wanted and it would be fine as long as the pipe was the correct size.
You could pump all the way around the earth if you used 36" diameter pipe.
There would be 6.7 billion gallons just in the pipe.
It would take 116,336 days (319 years) for the water to go through the system.
The water velocity would be 0.0037 ft/sec.
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Friction head loss (<i>ft<sub>H2O</sub> per 100 ft pipe</i>) in water pipes can be estimated with the empirical Hazen-Williams equation.
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