So first off I have installed several zones on a large acreage yard that run about 50-55 GPM. I have a Sta-rite D-series 3HP pump, currently just running manual on/off via circuit breaker. There's 2" hunter PGV valves but manually operated at the moment. The zones are working nice, but there's more to do.
The 50GPM CSV model seems just out of reach for that scenario, but I'm concerned about the price of the 2" versions, where the price is just about more than I'd really like to spend. So let's entertain the idea of the 1.25" version for a moment.
I was also thinking though, doesn't reducing the size of the pipe from 2" to 1.25" cause a high velocity flow problem through the CSV? WHen I look at water velocity tables from
http://www.engineeringtoolbox.com/pvc-pipes-friction-loss-d_802.html , for 2" PVC sch40 pipe, its about 4.9 ft/sec. When you go over to 1.25" pipe, that jumps to 11.1 ft/sec and a head loss of 30 ft/100ft and friction loss of 13.2psi/100ft...
Now I can slightly modify the system to drop down a bit in GPM per zone by adding a new zone in the middle of the backyard and redistributing the heads a little. But my original thought remains where I question putting a 1.25" device on 2" pipe.
Is my concern unwarranted?
And second, I wonder if redistributing the zones to have less GPM would be better?