Every inch of water in the pipe coming down from the elevated reservoir exerts pressure in all directions based on its weight since it has no rigidity. So if you just think of it as as the height and the density you can see how a small tall reservoir would exert the exact same pressure as a large one the same height. So as you lower the top level of fluid you decrease the pressure proportionally. Size or area has nothing to do with water pressure but much to do with the total force of an area. So one square foot at 1psig is the 144 lbf just one square inch is one lbf. The pressure is just a function of column height. Little less an half a lbf psig per foot depth. Note I use the normal nomenclature for gauge pressure which does not include atmospheric pressure. psig pounds per square inch gauge psia pounds per square inch absolute lbf pounds-force This is the same principle as use in a hydralic lift where a small pump pushing hydralic fluid against a large piston can lift tons. Slowly. Rick Draganowski (Soli Deo Gloria) ----- Original Message ----- From: Ray Buck To: elky@xxxxxxxxxxxxx Sent: Sunday, December 12, 2010 2:45 AM Subject: [elky] Re: Way off topic...but sorta scientific: water pressure and flow Thank you. Can ya tell me why? I'm sure it's very simple physics but for some reason it isn't clicking in my head. I'm gonna go google it a bit. r On 12/12/2010 12:05 AM, Rick Draganowski wrote: Yes. The distance from the top surface of the reservoir to the discharge opening determines the water pressure above atmospheric. Rick Draganowski (Soli Deo Gloria) ----- Original Message ----- From: Ray Buck To: elky@xxxxxxxxxxxxx Sent: Saturday, December 11, 2010 9:46 PM Subject: [elky] Way off topic...but sorta scientific: water pressure and flow Fluid pressure. Does the pressure behind a fluid increase with the height of its storage reservoir? I see lots of cities' water reservoirs in huge tanks 100 or so feet off the ground. Is this better than...say 20 feet higher than the highest point in the town? If this is a law of physics, I don't know it...and don't think I ever investigated this area before. Here's the deal. We wanna test some fluid (we're gonna use colored water) flowing thru a clear plastic pipe and I came up with one design, my partner with another. His plan was to have 2 55 gallon drums mounted on a level surface and "push" the fluid thru the tube with a sump pump and catch it in the other. The pump pressure/volume is unknown at this time. My plan was to mount the reservoir drum...say...6-10 feet higher than the pipe and use a valve to control the flow into the pipe which would exit into the catch drum; then use the sump pump to replenish the reservoir drum. Is there any outstanding merit or disadvantage to either system (apart from the fact that his way is easier to construct?) Thanks, r -------------------------------------------------------------------------- No virus found in this message. Checked by AVG - www.avg.com Version: 10.0.1170 / Virus Database: 426/3309 - Release Date: 12/11/10 ------------------------------------------------------------------------------ No virus found in this message. Checked by AVG - www.avg.com Version: 10.0.1170 / Virus Database: 426/3313 - Release Date: 12/13/10