812harleys
Active Member
- Joined
- May 21, 2007
- Messages
- 44
- Location
- Dolores Colorado
- Occupation
- Equipment operator, mechanic, some office work on
Hi there, I have been doing google searches and looking in books to find a formula for calculating water pressure and can't seem to nail down what I want to know. Is there a good, simple formula to calculate this?? EXAMPLE;
I have 1000' of 3' pipe laid with about 15' of gradual fall in that distance. The end of pipe isn't for another 1000' and I have an 8" turnout at that 1000' to service irrigation to a farmer. I need to know what the pressure is at that 8" turnout. I have found a jillion formulas for calculating pressure loss but I need to know an approxamate starting place. Is there any formula to be used for an example like this? There will be a couple of turnouts above this one and several downstream and I would like to be able to calculate these pressures. :beatsme The inlet to the pipe is a settling pond off of an existing open canal with at most 10' depth.
I have 1000' of 3' pipe laid with about 15' of gradual fall in that distance. The end of pipe isn't for another 1000' and I have an 8" turnout at that 1000' to service irrigation to a farmer. I need to know what the pressure is at that 8" turnout. I have found a jillion formulas for calculating pressure loss but I need to know an approxamate starting place. Is there any formula to be used for an example like this? There will be a couple of turnouts above this one and several downstream and I would like to be able to calculate these pressures. :beatsme The inlet to the pipe is a settling pond off of an existing open canal with at most 10' depth.