water_bender
New Member
I am designing a water system for a single family home, and I have some questions. Here is the situation:
The well will be located way down a hill from the home. Pipe run from well head to home will be about 1100 feet long. The elevation difference is 150 feet. The well might end up being about 200 feet deep.
I have heard that this situation could cause a lot of water hammer, so I'm trying to design it to prevent that. I got an estimate from a well driller who said to install check valves every 100 feet but I've read on this site that extra check valves will actually cause more water hammer. I calculated that the weight of the water in the pipe (assuming 1 inch) will be about 442 lbs when it's stationary, so I don't think one check valve will be able to handle that.
Does anyone have any advice about how to prevent water hammer in terms of check valves, pipe diameter, pipe material, etc? I am already considering a CSV.
Thanks!
New Mexico
The well will be located way down a hill from the home. Pipe run from well head to home will be about 1100 feet long. The elevation difference is 150 feet. The well might end up being about 200 feet deep.
I have heard that this situation could cause a lot of water hammer, so I'm trying to design it to prevent that. I got an estimate from a well driller who said to install check valves every 100 feet but I've read on this site that extra check valves will actually cause more water hammer. I calculated that the weight of the water in the pipe (assuming 1 inch) will be about 442 lbs when it's stationary, so I don't think one check valve will be able to handle that.
Does anyone have any advice about how to prevent water hammer in terms of check valves, pipe diameter, pipe material, etc? I am already considering a CSV.
Thanks!
New Mexico
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